U.S. Environmental Protection Agency Incustnal Environmental Research
Office of Research and Development Laboratory
                Research Tnangie Park, North Carolina 27711
EPA-600/7-78-058I
March 1978
      PROCEEDINGS: SYMPOSIUM OI,
      FLUE  GAS DESULFURIZATION-
      Hollywood,  FL, November 1977
      (Volume II)
      Interagency
      Energy-Environment
      Research and Development
      Program Report

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                 RESEARCH REPORTING SERIES


Research reports of the Office of Research and Development, U.S. Environmental
Protection Agency, have been grouped into nine series. These nine broad cate-
gories were established to facilitate further development and application of en-
vironmental technology. Elimination  of  traditional  grouping was consciously
planned to foster technology transfer and a maximum interface in related fields.
The nine series are:

    1. Environmental Health Effects Research

    2. Environmental Protection Technology

    3. Ecological Research

    4. Environmental Monitoring

    5. Socioeconomic Environmental Studies

    6. Scientific and Technical Assessment Reports  (STAR)

    7. Interagency Energy-Environment Research and Development

    8. "Special" Reports

    9. Miscellaneous Reports

This report has been assigned to the INTERAGENCY ENERGY-ENVIRONMENT
RESEARCH AND  DEVELOPMENT series. Reports in this series  result from the
effort funded under  the 17-agency Federal Energy/Environment Research and
Development Program. These studies relate to EPA's mission to protect the public
health and welfare from adverse effects of pollutants associated with energy sys-
tems. The goal of the Program is to assure the rapid development of domestic
energy supplies in an environmentally-compatible manner by providing the nec-
essary environmental data and control technology. Investigations include analy-
ses of the transport  of energy-related pollutants and their health and ecological
effects;  assessments of, and development of, control technologies for energy
systems; and integrated assessments of a wide range of energy-related environ-
mental issues.
                        EPA REVIEW NOTICE
This report has been reviewed by the participating Federal Agencies, and approved
for publication. Approval does not signify that the contents necessarily reflect
the views and policies of the Government, nor does mention of trade names or
commercial products constitute endorsement or recommendation for use.

This document is available to the public through the National Technical Informa-
tion Service, Springfield, Virginia 22161.

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                                 EPA-600/7-78-058b
                                       March 1978
PROCEEDINGS: SYMPOSIUM ON
FLUE GAS DESULFURIZATION-
  Hollywood, FL, November 1977
               (Volume II)
               Franklin A. Ayer, Compiler

               Research Triangle Institute
                 P. O. Box 12194
            Research Triangle Park, N. C. 27709
               Contract No. 68-02-2612
                   Task 38
             Program Element No. EHE624A
            EPA Project Officer: Julian W. Jones

         Industrial Environmental Research Laboratory
           Office of Energy, Minerals and Industry
            Research Triangle Park, N.C. 27711
                  Prepared for

        U.S. ENVIRONMENTAL PROTECTION AGENCY
            Office of Research and Development
               Washington, D.C. 20460

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                          PREFACE

    More than half of all "man-made" sulfur dioxide (S02) is emitted by
electric  power plants, and  the  use of  sulfur-containing  fossil fuels,
especially coal,   to generate  electricity  is  expected  to  increase
dramatically  in the next 10 years. To avoid the adverse environmental
effects of this increase in fossil fuel combustion, the development and
commercial application of S02 control technologies is one of the most
important concerns of the U.S. Environmental Protection Agency (EPA).
Flue gas desulfurization (FGD) is the most promising technique for con-
trol of S02 that will be available for widespread application to fossil fuel-
fired electric power plants for at least the next 8 to 10 years.
    The  Industrial  Environmental  Research  Laboratory  - Research
Triangle Park (IERL-RTP)  of EPA's Office of Research and Development
sponsors symposia  for  the transfer of information  regarding FGD
research, development and  application activities with the objective of
further accelerating the development  and commercialization of this
technology.  These  symposia  provide  an opportunity  for users and
developers to discuss their experiences and the status of development
and application of FGD technology.
    The November 1977 symposium addressed full-scale FGD process
applications  in the United States, Japan, and West Germany, as well as
laboratory, pilot,  and prototype research and development efforts. The
symposium also provided an opportunity for the announcement of data
and results which were previously unreported or not widely publicized.
The economics of FGD and the disposal, utilization, and marketing of
FGD system byproducts were also  discussed.  The symposium papers
were presented by a cross section of those concerned with FGD in-
cluding users, government and private developers, and suppliers. The
electric utility industry—the principal user of FGD —participated exten-
sively in the symposium program. More than 800  people attended the
symposium.
    The General  Chairman of the November 1 977 Symposium on Flue
Gas Desulfurization was Michael A.  Maxwell, Chief, Emissions/Effluent
Technology Branch, IERL-RTP. The Vice Chairman was Julian W. Jones,
a Chemical Engineer in the Emissions/Effluent Technology Branch, IERL-
RTP.
    These Proceedings are comprised of copies  of the  participating
authors'  papers  as  received.  As supplies permit,  copies of the Pro-
ceedings are available free of charge and may be obtained by contacting
lERL-RTP's Technical Information Coordinator, Environmental Protec-
tion Agency, Research Triangle Park, North Carolina 27711.

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                          CONTENTS


                            VOLUME I                        Page

REMARKS
    Stephen J. Gage	1

KEYNOTE ADDRESS: THE CLEAN AIR ACT AMENDMENTS OF 1977 -
       NEW DIMENSIONS IN AIR QUALITY MANAGEMENT
    David G. Hawkins	9

OVERVIEW SESSION
    Michael A. Maxwell, Session Chairman	21

STATUS OF FLUE GAS DESULFURIZATION SYSTEMS IN THE
       UNITED STATES
    Bernard A. Laseke and Timothy W. Devitt	22

STATUS OF S02 AND NOX REMOVAL SYSTEMS IN JAPAN
    Jumpei Ando	59

STATUS OF FLUE GAS DESULFURIZATION SYSTEMS IN THE FEDERAL
       REPUBLIC OF GERMANY
    Dr. Rolf Holighaus	80

EPRI'S FLUE GAS DESULFURIZATION PROGRAM, RESULTS,
       AND CURRENT WORK
    Thomas M. Morasky and Stuart M. Dalton	96

ECONOMIC EVALUATION TECHNIQUES, RESULTS, AND COMPUTER
       MODELING FOR FLUE GAS DESULFURIZATION
    R. L. Torstrick, L. J. Henson and S. V. Tomlinson	118

NONREGENERABLE PROCESSES SESSION
    H. William Elder, Session Chairman	169

RESULTS OF LIME AND LIMESTONE TESTING WITH FORCED OXIDATION
       AT THE EPA ALKALI SCRUBBING TEST FACILITY
    H. N. Head, S. C. Wang and R. T. Keen	1 70

EFFECT OF FORCED OXIDATION ON LIMESTONE/SOX
       SCRUBBER PERFORMANCE
    Robert H. Borgwardt	205

OPERATING EXPERIENCE, BRUCE MANSFIELD PLANT FLUE GAS
       DESULFURIZATION SYSTEM
    Keith H. Workman	229

LOUISVILLE GAS AND ELECTRIC COMPANY  SCRUBBER
       EXPERIENCES AND PLANS
    Robert P. Van Ness	235
                               iii

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SCRUBBER EXPERIENCE AT THE KENTUCKY UTILITIES COMPANY
       GREEN RIVER POWER STATION
    Joseph B. Beard	246

CONVERSION OF THE LAWRENCE NO. 4 FGD SYSTEM
    Kelly Green and J. R. Martin	255

STATUS AND PERFORMANCE OF THE MONTANA POWER COMPANY'S
       FLUE GAS DESULFURIZATION SYSTEM
    Daniel T. Berube and Carlton D. Grimm	277

EXPERIENCE WITH LIMESTONE SCRUBBING SHERBURNE COUNTY
       GENERATING PLANT, NORTHERN STATES POWER COMPANY
    R.J. Kruger	292

SAARBERG - HOLTER FGD PROCESS:  SECOND GENERATION LIME-BASED
       FGD SYSTEM
    Michael Esche	320

OPERATIONAL EXPERIENCE WITH THREE 20 MW PROTOTYPE FLUE GAS
       DESULFURIZATION PROCESSES AT GULF POWER COMPANY'S
       SCHOLZ ELECTRIC GENERATING STATION
    Randall E. Rush and Reed A. Edwards	349
                            VOLUME II


BY-PRODUCT DISPOSAL/UTILIZATION SESSION
    Jerome Rossoff, Session Chairman	435

INTRODUCTION
    Jerome Rossoff	436

FGD SLUDGE DISPOSAL:  NEW REGULATORY INITIATIVES
    Allen J. Geswein	439

ECONOMICS OF FGD WASTE DISPOSAL
    J. Wayne Barrier, H. L. Faucett, and L. J. Henson	453

FLUE GAS DESULFURIZATION WASTE DISPOSAL STUDY AT THE
       SHAWNEE POWER STATION
    P. P. Leo, R. B. Fling, and J. Rossoff	496

FULL-SCALE FGD  WASTE DISPOSAL AT THE COLUMBUS AND
       SOUTHERN OHIO ELECTRIC'S CONESVILLE STATION
    Danny L. Boston and James E. Martin	537

EIGHTEEN MONTHS OF OPERATION WASTE DISPOSAL SYSTEM BRUCE
       MANSFIELD POWER PLANT PENNSYLVANIA POWER COMPANY
    L. W. Lobdell and Earl H. Rothfuss, Jr	555

MINE DISPOSAL OF FGD WASTE
    Sandra L. Johnson and Richard R. Lunt	593

POTENTIAL MARKETS FOR SULFUR DIOXIDE ABATEMENT PRODUCTS
    J. I. Bucy and J. M.  Ransom	616
                               iv

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•  REGENERABLE PROCESSES SESSION
      Richard D. Stern, Session Chairman	649

  STATUS REPORT ON THE WELLMAN-LORD/ALLIED CHEMICAL FLUE
         GAS DESULFURIZATION PLANT AT NORTHERN INDIANA PUBLIC
         SERVICE COMPANY'S DEAN H. MITCHELL STATION
      F. William Link and Wade H. Ponder	650

  DESIGN OF THE 100 MW ATOMICS INTERNATIONAL AQUEOUS CARBONATE
         PROCESS REGENERATIVE FGD DEMONSTRATION PLANT
      Donald R. Binns and Robert G. Aldrich	665

  STATUS OF THE CATALYTIC OXIDATION (CAT-OX) FLUE GAS
         DESULFURIZATION SYSTEM
      G. Erskine and J. C. Schmitt	695

  CITRATE PROCESS DEMONSTRATION PLANT - A PROGRESS REPORT
      R. S. Madenburg and R. A. Kurey	707

  PHILADELPHIA ELECTRIC'S EXPERIENCE WITH MAGNESIUM
         OXIDE SCRUBBING
      James A. Gille and James S. MacKenzie	737

  THE SHELL FGD PROCESS PILOT PLANT EXPERIENCE AT
         TAMPA ELECTRIC
      Allen D. Arneson, Frans M. Nooy, and Jack B. Pohlenz	752

  AMMONIA SCRUBBING PILOT ACTIVITY AT CALVERT CITY
      V. C. Quackenbush, J. R. Polek, and D. Agarwal	794

'  ADVANCED PROCESSES SESSION
      Kurt E. Yeager, Session Chairman	819

.  ADVANCED FGD PROCESSES
      Kurt E. Yeager	820

  SUBSYSTEM COMBINATIONS FOR RECOVERY PROCESSES ADDRESSING
         THE PROBLEMS
      S. M. Dalton	823

  LIMESTONE/GYPSUM JET BUBBLING SCRUBBING SYSTEM
      D. D. Clasen and H. Idemura	837

  OPTIONS FOR SO2 REDUCTION
      Milton R. Beychok and A. V. Slack	857

. THE REDUCTION OF MAGNESIUM AND SODIUM SULFITES AND SULFATES
      Philip S. Lowell	884

  PROCESS ALTERNATIVES FOR STACK GAS DESULFURIZATION WITH STEAM
         REGENERATION  TO PRODUCE S02
      Gary T. Rochelle	902

  APPLICATION OF DRY SORBENT INJECTION FOR S02 AND PARTICULATE
         REMOVAL
      N.D. Shah, D. P. Teixeira, and R. C. Carr	922

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UNPRESENTED PAPERS	935

OPERATING EXPERIENCES WITH KAWASAKI MAGNESIUM-GYPSUM
       FLUE GAS DESULFURIZATION PROCESS
    Hajimu Tsugeno, Takashi Mashita, and Tadaharu Itoh	936

TECHNICAL AND ECONOMIC FEASIBILITY OF SODIUM-BASED S02
       SCRUBBING SYSTEMS
    L. K. Legatski, J. E. Makar, and A. A. Ramirez	981

SULFUR RECOVERED FROM S02 EMISSIONS AT NIPSCO'S
       DEAN H. MITCHELL STATION
    Howard A. Boyer and Roberto I. Pedroso	996

SO2 SPRAY ABSORPTION WITH DRY WASTES
    K. Felsvang, K. Gude, and S. Kaplan	1016

CIRCUMSTANCES OF FGD AT CHUBU  ELECTRIC POWER CO.
    Masato Miyajima	1022

FLUE GAS DESULPHURIZATION PLANT ON OWASE-MITA POWER STATION
    Masato Miyajima	1029
                               vi

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BY-PRODUCT DISPOSAL/UTILIZATION SESSION
                 Session Chairman

                 Jerome Rossoff
         Director, Office of Stationary Systems
      Environment and Energy Conservation Division
              The Aerospace Corporation
                Los Angeles, California
                       435

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INTRODUCTION TO FGD BYPRODUCT DISPOSAL/UTILIZATION SESSION


                          Jerome Rossoff

                      The Aerospace Corporation
                        Los Angeles, California
                               436

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           Introduction to FGD Byproduct Disposal/Utilization Session

                            Jerome Rossoff, Chairman


     We have some very informative presentations this afternoon on sludge
disposal and utilization technology development and on disposal applications.
Before we begin I would like to review briefly the status of this technology
development, and then we will bring on the speakers.  One of the best ways to
put the waste disposal problem in perspective is to consider the quantities of
materials that will be produced.  I suppose we do this from time to time to
prove to ourselves that the problem isn't going away.  For example, if new
power plants install lime, limestone, or double alkali SC>2 scrubbers to meet
the current standard of 1.2 pounds of S02/106 Btu heat input, and based on the
Federal Power Commission's estimates of future electrical needs, the annual
production of FGD wastes and ash from those plants in 1980 will be about 20
million tons dry, approximately half of that would be ash.  In 1990 the total
would be about 80 million and, by 1998, 155 million tons annually.  If we
assume 50 percent moisture in the wastes, then of course these values are
nearly doubled.

     On the other hand, if systems producing sulfur or sulfuric acid are
installed in significant numbers, sludge quantities will be reduced, but the
total quantity of wastes will be large.  To meet current standards, for ex-
ample, if half the new power plants install lime, limestone, or double alkali
scrubbers between now and 1990 and the other half install acid or sulfur-
producing systems, the total waste produced by those plants in 1990, instead
of 80 million tons, would be approximately 60 million tons (dry), two-thirds
of which would be ash.  In either case, these sums represent an enormous waste
disposal or utilization task.

     At this time, approximately 3 million tons of sludge (dry) are produced
annually.  Disposal sites are in operation at 17 different power plants.  Con-
currently, a large research effort sponsored by the EPA and other government
agencies, by EPRI, and industry itself is producing refinements in the technol-
ogy of waste disposal for minimizing or eliminating environmental impact, for
increasing the ability to reclaim land, for reducing the cost of disposal, and
for advancing the potential for commercial utilization of these waste materials.

     As we hear each time we meet, the properties, both chemical and physical,
of throwaway sludges are extremely variant.  A look at the existing sludge
disposal techniques employed today reflects not only the fact that sludges are
variable in their characteristics but that each disposal site presents highly
variable conditions with regard to factors such as weather, topography, hydrology,
geology, proximity to the plant, etc.

     Today, there are at least half a dozen different basic approaches being
used in sludge disposal operations.   Some dispose of untreated sludges in
unlined ponds; one converts the sludge to gypsum and disposes of it in lined
ponds; others chemically treat or stabilize the sludge and dispose of it in
landfills or in unlined ponds.  Still others filter the sludge and further de-
water it with fly ash and follow this with chemical treatment for disposal in
basins or landfills.  Obviously there are many approaches available, and in
consideration of the environment, costs, and specific site conditions, the

                                     437

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selection of the best approach for a particular power plant is neither obvious
nor simple.  The most practical choices can only be made through the use of
comprehensive technical and economic data bases.

     A concentrated effort to produce technical data by which improved and
more economical approaches to waste disposal are developed has produced and
is producing significant results toward that end.  Some of these are:

     1.   Sludges have been characterized physically and chemically.  These
          analyses have shown the need to avoid potential water pollution and
          land degradation problems.
     2.   Some progress has been made in relating sludge characteristics to
          scrubber operations; e.g., the superior dewatering and handling
          qualities of gypsum compared to sulfite sludges have been shown;
          differences in lime and limestone sludges, with and without ash, have
          been identified; the similarities between the properties of double
          alkali solids and lime sludge solids have been shown; however, the
          ability to control sludge characteristics through control of scrubber
          operating parameters needs more work,
     3.   Progress has been made in the development of improved dewatering
          methods.  It now appears that a separation of the clarification and
          thickening functions of gravity settlers can lead to a major reduc-
          tion in the size of dewatering equipment, even for sulfite sludges.
          The fast-settling property of gypsum has been documented, which
          indicates a potential major saving in equipment costs.
     4.   Chemical treatment benefits, effects, and estimated costs have been
          assessed and widely reported.
     5.   Cost studies have shown that dewatering and waste disposal are
          significant portions of total FGD costs.  Process improvements such
          as better limestone utilization and better dewatering techniques can
          appreciably reduce overall costs.  More work needs to be done to
          simplify disposal methods which would reduce disposal costs.  And
          finally,
     6.   Mine disposal, especially in area surface mines, is emerging as a
          major disposal method.  Ocean disposal is being extensively studied
          and may become a reasonable option in areas such as the Northeast as
          coal-burning is increased and where land availability may be a
          problem.

     This list goes on and on, and unfortunately, time does not allow the pre-
sentation of results from all programs that are producing these data.  An
overview of some of the major programs providing specific results applicable
to the general problem of waste disposal is included in this afternoon's pre-
sentations.  We will hear a discussion of the economics of FGD waste disposal,
a review of a waste disposal field evaluation project, two presentations on
full-scale waste disposal operations using chemical treatments, a presentation
on the study of mine disposal, and a presentation on the potential market for
FGD byproducts.  Additionally, we have a discussion of an extremely important
subject:  the development of regulations for FGD waste disposal.  At this
time, the primary Federal legislation  in the area of solid waste disposal is
the Resource Conservation and Recovery Act of 1976, signed into law a little
over a year ago.  Under the provisions of this Act, regulations governing
disposal of all solid wastes will be developed by EPA or the States.
                                      438

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    FGD SLUDGE DISPOSAL:
NEW REGULATORY INITIATIVES


        Allen J. Geswein

 U.S. Environmental Protection Agency
        Washington, D.C.
              439

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                     FGD Sludge Disposal:

                 New Regulatory Initiatives

                    by: Allen J. Geswein

     There are now a wide variety of approaches that can

be employed to regulate the disposal of FGD sludge.  It

is possible to apply standards or regulations from Federal,

State, and local agencies which have responsibilities in

any of the following areas:

          Solid waste disposal
          Hazardous waste disposal
          Wastewater disposal
          Water quality criteria
          Air quality criteria
          Ocean disposal
          Waste disposal into mines
          Underground injection

However, I will discuss only the first two categories, solid

and hazardous waste disposal.  I will further restrict my

presentation to regulations at the Federal level.  The reason

for these restrictions is the enactment of a new law under

which EPA will be providing guidance and promulgating regu-

lations and criteria addressing all soild waste disposal

including FGD sludge disposal.

     In October 1976 the Resource Conservation and Recovery

Act (RCRA) became law.  This Act gives the EPA, working with

the States, broad powers to control the disposal of hazardous

and solid wastes.

     Key definitions of interest which are provided in the

law are those for "solid waste" and "hazardous waste". RCRA

defines "solid waste" as follows.
*Mr. Geswein is an Environmental Engineer in the Systems Mana-
gement Division of EPA's Office of Solid Waste.

                                440

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          "The term 'solid waste1 means any garbage,
     refuse, sludge from a waste treatment plant, water
     supply treatment plant, or air pollution control
     facility and other discarded material, including
     solid, liquid, semisolid, or contained gaseous
     material resulting from industrial, commercial,
     mining, and agricultural operations, and from
     community activities, but does not include solid
     or dissolved material in domestic sewage, or solid
     or dissolved materials in irrigation return flows
     or industrial discharges which are point sources
     subject to permits under section 402 of the Federal
     Water Pollution Control Act, as amended  (86 Stat.
     880), or source, special nuclear  or byproduct
     material as defined by the Atomic Energy Act of
     1954, as amended (68 Stat. 923).

Also included in RCRA is the following definiton of "hazar-
dous waste".

          "The term 'hazardous waste1 means a solid
     waste, or combination of solid wastes, which because
     of its quantity, concentration, or physical, chemical,
     or infectious characteristics may--

               "(A) cause, or significantly contribute
          tan increase in mortality or an increase
          in serious irreversible, or incapacitating
          reversible, illness; or

               "(B) pose a substantial present or
          poetential hazard to human health or the
          environment when iproperly treated, stored,
          transported, or disposed of, or otherwise
          managed.

     The definition of "solid waste" in RCRA specifically

includes air pollution control sludges, so there is no

doubt that the regulations, guidelines, and criteria

promulgated under RCRA are intended to apply to FGD sludge

management.  Beyond this point there is very little that can

be stated directly or specifically because to date no final

regulations have yet been promulgated under RCRA that directly
                                441

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impact on FGD sludge disposal.  Therefore this discussion will



be confined to the current considerations for regulations,



which are subject to change.



     Two major categories of waste are created based on



the definitions in RCRA, hazardous waste and solid waste.



In general, FGD sludge is a solid waste but it or any other



waste would be considered a hazardous waste if is is deemed



to pose a "substantial present or potential hazard to human



health or the environment" if improperly managed.  Also,



there is a totally different regulatory philosophy for each



of the two waste categories.








                  Subtitle D - Solid Waste



     Subtitle D of RCRA contains the authority and mandates for



non-hazardous solid waste.  A principal objective of the Act is tt



elimination of improper disposal.  Pursuant to Subtitle D,



this is to be achieved primarily through State programs, but



it will entail a cooperative effort among Federal, State,



and local government, as well as private industry.  The



sequence of events called for in the Act is as follows:



(1) Criteria for classification of solid waste disposal sites



were to be promulgated by EPA in October 1977, (2) within



one year after promulgation of the Criteria all land disposal



sites are to be evaluated for compliance with the Criteria,



(3) those sites not complying will be identified as open dumps



in an inventory to be published in the Federal Register,
                                442

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(4)  following publication of the inventory the listed dumps

are to be closed or upgraded to comply with the Criteria

consistent with compliance schedules established by the

States.

     The Criteria for disposal site classification is the

major guidance document to be promulgated by EPA, under

Subtitle D.  These criteria are to be established to

determine which disposal facilities pose "no reasonable

probability of adverse effects on health or the environment".

Facilities which are found to not comply with the Criteria

are to be classified as open dumps and are to be prohibited.

The specific items to be addressed in the criteria are:

          1.   Environmentally sensitive areas which are
               wetlands, floodplains, permafrost, critical
               habitats, and the recharge zone for sole
               source aquifers..

          2.   Surface water quality

          3.   Ground water quality

          4.   Air quality

          5.   Land used for agricultural crops

          6.   Public health

          7.   Safety

     Obviously, much of the responsibility for carrying out

the provisions of RCRA lies with the States.  RCRA contains

Federal financial assistance to help support these activities.

The most important element of the State control of improper

disposal solid waste is the State Plan.
                                443

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     A State plan should CD  include provisions for resource




conservation, resource recovery, and the disposal of solid




waste in an environmentally sound manner, and  (2) investigate




and recommend which agencies and institutional arrangements




are best suited for carrying out the plan.  A State plan



should include a statement of the current status of the



State solid waste management program, the long term objectives



of the State program, and a strategy and agenda for moving



from current status to specific achievable objectives.  Each



of these elements should address the description of the insti-




tutional and organizational framework of the State and local



programs, the means of control of open dumping, and the



public and private processing and disposal capacities within



the State.



     Provisions for prohibition of open dumps is a subject



area which has not been universally developed in State



plans.  Section 4004(b) of RCRA  requires that each State



plan prohibit the establishment of open dumps and contain



a requirement that disposal within the State be in compliance



with the criteria for disposal site classification.  Section



4005(c) requires that the State plan establish a compliance



schedule for open dumps which specifies a schedule of remedial



measures including an enforceable sequence of actions or




operations leading to compliance with the Criteria.  The State



plan should state the current status of the prohibition including



an estimation of the compliance of the State's  disposal sites
                                444

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pursuant to currently drafted or proposed EPA criteria at the



time of plan submission.  The plan should propose an acceptable




goal for agency and program development which will achieve an



effective prohibition.  And it should express the means or



approach the State will use in order to achieve reasonable




certainty regarding the compliance of each of its sites.



The State plan should also address the issue of the phasing



of the coverage of various solid waste types such as muni-




cipal solid waste, municipal sewage sludge, hazardous wastes,



non-hazardous industrial wastes, agricultural wastes and



mining wastes.



     In additon to requiring states to prohibit and close



or upgrade open dumps, RCRA provides a Federal prohibition



on open dumping.  The Act does not provide for Federal



enforcement of the prohibition; however, open dumps will be




subject to citizen suits to obtain compliance with the



Fderal prohibition.



                Subtitle C - Hazardous Waste



     Under the authority of Subtitle C of RCRA, EPA is



required, by April 1978, to promulgate criteria and



regualtions to identify and regulate hazardous wastes.



As the name implies the regulations for hazardous waste



management can be expected to be more stringent and more



extensive than those for other solid waste management.
                                 445

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     The regulatory philosophy in RCRA for hazardous waste is



"cradle to grave" control.  EPA is to authorize State agencies



to implement their own program if it is deemed equivalent to



the Federally established regulations.  A manifest system will



be used to track the movement of hazardous waste from the point



of generation through transportation, treatment, and storage,



to disposal.  These requirements apply to all hazardous wastes



whether storage, treatment or disposal is on-site or off-site.



Also inspections of these facilities are specified in RCRA.



When violations of any of the regulations or permit conditions



are discovered, compliance orders can be issued by EPA; and if



the violator does not take corrective action, then both civil



and criminal actions can be initiated.



     For FGD sludges the most important regulations to be promul-



gated will be under Section 3001,  of Subtitle C, "Identification



and Listing of Hazardous Waste".  Current plans are to provide



criteria, test methods, and guidance to interpret the test



results, as well as, lists of hazardous wastes.



     A preliminary draft of criteria and methods for identi-



fying hazardous wastes to be regulated is being circulated



to a group of outside reviewers for comments.  The preliminary



draft has been released "for discussion purposes only" and are



subject to "substantial revision", which is taking place at



this time.  The criteria and a description of the test method



for each criteria are given below.  The nature and use of



lists in relation to the criteria have yet to be determined.
                                 446

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Flammability — A waste would be flammable if a representative



sample has either of the following properties;  (1) any liquid




waste which has a flash point less than 140°F (60°C), determined



by a Pensky-Martens Closed Cup Tester, using protocol specified



in ASTM Standard D-93-73; or  (2) any nonfluid waste that,



under conditions incident to its management, is liable to



cause fires through any of a number of physical processes.



Corrosive Wastes — A waste would be corrosive if a repre-



sentative sample has either of the following properties:  (1)



any liquid waste or saturated solution of nonfluid waste



having a pH less than 2 or greater than 12 as determined by




an EPA-specified protocol; or (2) a corrosion rate greater



than 0.250 inch per year on steel at a test temperature of



130°F, as determined by the protocol specified by National



Association of Corrosion Engineers.



Infectious Wastes — A waste would be infectious if it is



generated from any of certain hospital departments as defined



by Standard Industrial Classification codes 8062 and 8069,



laboratories as defined by SIC codes 7391, 8071, and 8922,



or unstabilized sewage treatment plant sludge unless these



wastes do not contain micro-organisms or helminths capable



of producing infection or infectious disease.
                                447

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Reactive Wastes — A waste would be reactive if it has any of




the following properties: (1)  a waste which is normally unstable



and readily undergoes violent chemical change, but does not



detonate; (2) a waste which is capable of detonation or explosive




reaction, but requires strong initiating source or must be



heated under confinement; or (3) a waste which is readily capable



of detonation or explosive decompostion, or reacts at normal



temperature and pressure.  Such wastes include pyrophoric



substances, explosives, autopolymerizable material and toxidizing



agents.




Radioactive Wastes -- A waste would be readioactive if it is not



source, special nuclear or by-product material as defined by



the Atomic Energy Act of 1954, as amended, and if a represen-



tative sample has a radium 226 concentration of 3 picocuries/



gram or greater, as determined by an EPA-specified mathodolgy.



Toxic Wastes — Two methods are being considered for determin-



ing whether a waste would be deemed to be toxic.  Under a



bioassay test method, the entire waste would be evaluated



using numerical criteria to be provided by EPA at a later



date.  Using an analytical test method, a waste would be



analyzed to quantitatively determine its constitutents with



the "hazardous" decision to be based on characteristics of




the constituents.  Wastes would be toxic if:  (1) a concen-



tration of any substance for which a drinking water stand-
                                448

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ard exists is equal to or greater than 10 times the stand-




ard;  (2) it has a concentration of any substance on the



National Institute for Occupational Safety and Health



toxic effect registry equal to or greater than 0.35 times



the oral RAT mammalian LD 50 expressed in units of



milligrams/kilogram for that substance;  (3) it has a con-



centration of any substance equal to 10 times the lowest



96-hour TLM for that substance as listed in the NIOSH



registry;  (4) it meets certain phytotoxicity criteria to be



provided later; (5) it contains more than an indicated amount



of any genetically active material or persistent bioaccumula-



tive material as listed in an appendix to the EPA criteria;



or (6) it has a BOD/COD ratio equal to or less than a speci-



fied level and an octanol/water partition coefficient greater



than or equal to a specified level.



     Work is currently underway to finalize the test methods



for each of the criteria.  While there are many factors which



will affect the selection of a specific test, the most impor-



tant are listed below.



          1.    Environmental adequacy



          2.    Cost



          3.    Reproducibility



          4.    Industrial familiarity



          5.    Use



          6.    Acceptance of the method
                               449

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     The ultimate goal of this effort is to provide a meth-




odology to be applied to all waste streams for the designa-




tion of solid wastes as hazardous where appropriate.  It is



the responsibility of those generating, transporting, treating,




storing, or disposing of hazardous waste to provide notice to



EPA or the State government, giving the location and a general




description of the waste and the facility, within ninety (90)




days after promulgation of the Section 3001 regulations.



Performing the necessary tests is to be the responsibility of



the owner/operator.  Failure to provide the information can result



in heavy fines.






Discussion



     The above has been a general description of how RCRA



and subsequent regulations are expected to work.  But it is



appropriate to give some indication as to how this law is



likely to affect the day to day operations of a power plant



equipped with scrubbers.



     Again I caution you that there have been no regulations



^rom RCRA that have been finalized as yet.



     From an inspection of various sources of leaching data,



some tentative conclusions can be drawn regarding the overall



disposal characteristics of FGD sludge.  First of all, for



FGD sludge, the situation which could result in environmental



degradation is that FGD sludges contain relatively large
                                450

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quantities of heavy metals.  These metals could be leached
from the sludge mass and transported to ground or surface
water.  It is likely that this phenomenon will be the primary
concern for the regulation of FGD sludge disposal.  An in-
spection of the research data available on the leaching
characteristics indicates that many heavy metals are present
in the sludge mass, and given the proper conditions the metals
can leach from the mass.  In some cases, the concentrations of
specific metals can exceed standards established by other
Federal regulations.  The Federal Drinking Water Standards
for Barium , Cadmium , Chromium , Fluorine, and Manganese have
been exceeded in leachates from FGD sludge. Due to the wide
variation in the amounts of specific metals present in any
given sludge,  the differences in experimental methods, and
the uncertainties regarding the allowable concentration of
any metal, it is inappropriate to draw specific conclusions.
     Since the decision to classify wastes as hazardous will
be based on specific wastes and specific test results, the
only conclusion to be drawn is that some FGD sludges will
be classified as hazardous.
     I will close with a reminder that none of these regu-
lations have been finalized.  Before any EPA regualtion can
be promulgated, it is first proposed in the Federal Register
for public review and comment.  You should be aware that
                                451

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these regulations will be available for comment within the



next several months though formal publication in the Federal



Register and through a series of public hearings which will



be held around the country.  Copies of the Federal Register



issue containing the proposed RCRA regulations, guidelines,



and Criteria, as well as, information on the public hearings



ray be acquired by contacting the OSW Public Participation



Officer (WH-562), U.S. EPA, 401 M Street, S.W., Washington,



D.C. 20460.
                                452

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      ECONOMICS  OF  FGD  WASTE  DISPOSAL
         J. W. Barrier, H. L. Faucett, and L. J. Henson
              Emission Control  Development Projects
                   Tennessee Valley Authority
                     Muscle Shoals' Alabama
ABSTRACT

    Several detailed studies have been conducted by TVA's Emission
Control Development Projects group to evaluate the economics of lime
or limestone  flue gas desulfurization (FGD). In  almost all of these
studies, the primary emphasis has been on the scrubber system, with
less  emphasis placed on the disposal of  solid  and liquid wastes pro-
duced by the system. This report summarizes the results of studies,
both complete and underway, to evaluate the economics of alternatives
available to the utility industry for FGD waste disposal.
    Four disposal alternatives are considered in this paper. These are:
(1) untreated disposal in either ponds or landfills, (2) Dravo Corporation
Synearth process used in pond or landfill systems, (3)  IU Conversion
System Poz-0-Tec process for landfill application, and (4) Chemfix (Divi-
sion  of the Carborundum Company) landfill disposal process.  A base
case was established for the FGD system and for each disposal process.
A total of  117  variations from the base cases was considered in the
evaluation of the four alternatives.
    Total capital investment and  annual revenue requirements were
estimated for each case variation. Estimates were made so that the four
alternatives could be compared for various plant, FGD system, and coal
conditions.
    Two additional alternatives are currently being evaluated by TVA.
These are: (1) the disposal of gypsum produced by the forced oxidation
of lime or limestone FGD process sludge sulfite compounds and (2) the
physical stabilization of FGD sludge  by mixing and blending with dry
electrostatic precipitator-collected flyash.  The status of this evaluation
is discussed.
                              453

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                           ECONOMICS OF FQD WASTE DISPOSAL
INTRODUCTION

     A major problem now being faced by electric power producers using lime or
limestone wet-scrubbing processes for flue gas desulfurization (FGD) is the disposal
of calcium-based wastes (sludge) that are generated by the FGD system.  Over 90% of
the FGD systems in operation or under construction in the U.S. use the lime or
limestone FGD process; however, methods for sludge disposal that are environmentally
and economically acceptable are indefinite in most cases.  These wastes must be
disposed of within the constraints of land and water quality regulations.•"-

     An extensive research and development program centered around sludge disposal is
being funded by the U.S. Environmental Protection Agency (EPA).  Projects are designed
to evaluate, develop, demonstrate, and recommend environmentally and economically
acceptable methods for disposal of FGD wastes.  One major program area involves the
economic evaluation of disposal alternatives.   The Tennessee Valley Authority (TVA)
has been active in the economic evaluation of FGD systems for several years and in
addition, has now completed the firs,t phase of studies to evaluate sludge disposal
alternatives.  The results of the initial TVA sludge disposal study are discussed in
this report.  The objective of the work was to prepare detailed estimates of total
capital investment and annual revenue requirements that are suitable for economic
evaluation and comparison.  Four disposal alternatives were evaluated: (1) untreated
sludge disposal, (2) Dravo Corporation Synearth process, (3) IU Conversion System
(IUCS) Poz-0-Tec process, and (4) Chemfix (Division of the Carborundum Company)
treatment process.


PROCESS BACKGROUND AND DESCRIPTION

     There are several disposal alternatives available to the utility industry for
sludge disposal, but most may be grouped into two general categories.  The first
category is untreated sludge disposal (disposal of sludge containing no chemical
additives), with the base case being the direct ponding of scrubber system effluent
(15% solids) in a lined pond.  Other untreated processes include landfill disposal
of dewatered and physically stabilized sludge.  The second category is treated
sludge disposal and includes the proprietary processes of Dravo, IUCS, and Chemfix.
In all of the treatment processes, special chemical additives are used to stabilize
or fix the untreated sludge.  The treated material is suitable for pond or landfill
disposal depending on the particular treatment process, additive rate, dewatering
technique, etc.  The technologies associated with the proprietary processes evaluated
in this paper are assumed to be proven in full- or demonstration-scale facilities.
All design parameters (equipment, additive rates, etc.) for the three systems are
based on information provided by the company offering the proprietary process.  Flow
diagrams and material balances for these processes are shown in Figures 1 through 3.


Untreated Sludge Disposal

     Direct ponding of scrubber effluent (15% solids) in a clay-lined pond is a
common sludge disposal method used by the utility industry.  This system, the
simplest alternative, requires a minimum amount of additional equipment as compared
to other disposal techniques, but the investment for a disposal pond can be very

                                         454

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457

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large.  The ponded sludge settles to a 50% s,olids material and excess water Is
returned to the scrubber system.  Some utilities are not lining the disposal pond,
while others are using a variety of synthetic linings.  In all ponding cases, local
ground and surface water must be monitored for contamination by leachate from the
disposal pond.  Settled sludge is not structurally stable and is often covered with
water to improve safety and aesthetic properties.

     Thickeners may be used for dewatering untreated sludge (from 15% solids slurry
to 35%) to reduce the quantity of material for pumping to the pond.  Additional
dewatering is sometimes used to yield a 60% solids material that can be handled with
belt conveyors, trucks, and earthmoving equipment.  This material is assumed suitable
for landfill disposal.


Dravo Process

     The product for disposal is a chemically treated slurry which contains 35%
solids and can be pumped to a disposal pond.  The ponded material upon settling
contains about 50% solids and, with 15-30 days of curing, is reported to stabilize
as an earthlike material.  Excess water is returned to the scrubber systems.  Effluent
from the scrubber system is dewatered to form a  35% solids slurry using a thickener
and pumped to an agitated mix tank where Dravo's chemical fixation agents (Calcilox
and Thiosorbic lime) are added.  These agents and the entire fixation process are
patented (called the Synearth process).-^

     The additives (Calcilox at an amount of 7%  by wt of dry sludge solids and
Thiosorbic lime at an amount of 2%) combine with sludge components in cementitious
reactions that result in the stabilization of the sludge material.

     Dravo offers another process that involves  intermediate ponding of treated 35%
solids sludge in small  (15-30 day capacity) curing ponds.  The stabilized sludge is
then taken from the curing ponds and is reported by Dravo to be suitable for handling
with belt conveyors and can be hauled by truck to a landfill for placement and
compaction.


IUCS Process

     The proprietary process offered by IUCS for stabilization of FGD sludge is
marketed as the Poz-0-Tec process.  Sludge is dewatered with, a thickener and rotary
drum  filter to form a cake containing 60% solids: stabilization is then accomplished
by mixing this cake with the IUCS additive lime.'  Flyash is a necessary ingredient
for stabilization and can be either removed with the  sludge slurry from the pre-
cooling and scrubbing stages of the FGD process  or blended with the sludge cake at
the additive mixing stage of processing.

      The sludge stabilization results from two sets of simultaneous reactions that
occur when additives are mixed with the dewatered sludge.  The first set of reactions
occur over the first 24-72 hr and involves additives  and soluble sulfate-sulfite
compounds to produce gypsum.  The second reaction begins immediately after mixing
sludge and additives, but continues over a period of  several months.  This reaction
is a  cementitious phase involving pozzolanic reactions between the alumina-silica
compounds of the flyash and the lime compounds.  The  second reaction is impeded,
but not impaired by temperatures below 40°F.  The water content of the mixture has
a significant effect on the reactions and must be no  more than 40%.

                                         458

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     The physical and chemical properties of the final product ca,n be controlled by
adjusting the additive amount, water content of sludge, and sludge composition.  A
material tha,t is reported to be suitable for landfill disposal Is produced from the
sludge if it is dewatered to 60% solids and lime is added to the sludge (flyash is
in the dewatered sludge) such that the amount is 4% by wt of dry sludge solids.4

     IUCS reports that final product is a claylike material that can be easily
handled, hauled, placed, and compacted, and that the landfill is structurally
suitable for future reclamation.  Surface and ground water in the area of the landfill
is monitored to determine if contamination by leachate occurs.

     IUCS reports that their process has been successfully used for 20 yr to produce
a road base material from flyash (Poz-0-Pac process).  Several utilities are now
using the Poz-0-Tec process in full-scale FGD sludge treatment and disposal systems."


Chemfix Process

     Chemfix offers a process that yields a treated, stabilized sludge that can be
handled, hauled, and placed for landfill disposal.  This proprietary process uses a
two-part inorganic chemical system which reacts with all polyvalent metal ions and
sludge components.  The slurry from the scrubber is dewatered to form a 60% solids
material.  The cake is then mixed with additives (sodium silicate and Portland
cement) to begin the fixation reactions.

     In the Chemfix system, three classes of reactions are responsible for fixation
of the sludge.  The first is between soluble silicates and polyvalent metal ions.
The toxic trace elements, which often create a disposal problem, are tied up.  The
second reactions occur between the soluble silicate and the reactive components of
the Portland cement.  The third reactions are between the Portland cement and the
sludge components.

     The extent of each of these reactions influences the characteristics of the
final product.  For the sludge in this study, Chemfix reports that the material
produced is a chemically and physically stable material suitable for landfill
disposal.  Sodium silicate is added such that the amount is 4% by wt of dry sludge
solids and Portland cement, 7%.  These rates are varied to yield desirable product
characteristics.

     Chemfix has been applying this technology to sludges produced by metal
finishing, automotive assembly, sewage treatment, and electronics operations.
Demonstration-scale applications of the process technology have been made to the
stabilization of FGD sludge.^


DESIGN AND ECONOMIC PREMISES

     A comparative economic evaluation of several sludge disposal process systems
requires that the basis for all processes be a specific set of design and economic
premises.  These design and economic premises, which encompass the power plant,
scrubber system, and sludge disposal system are summarized in the following
paragraphs,
                                        459

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Base Case Design Premises

     A base case waa established for the power plant, FGD sys,tem, and four sludge
disposal alternatives,  A listing pf the ba.sie case power plant premises is as follows:

   1.  New plant with 3Q-yr life.,

   2,  Single 500-MW, coal-fired unit,

   3.  Total operating life of 127,500 hr with average annual capacity of 4,250 hr.

   4.  Power unit input heat requirement of 9000 Btu/kWh.

   5.  Coal heating value of 10,500 Btu/lb.

   6.  Coal analysis (wt %):  3.5% sulfur  (S) (dry), 16.0% ash.


     The following is a list of FGD system base case premises:

   1.  Limestone scrubbing process with 1.5 stoichiometry based on S02 removed.

   2.  S02 removed to meet New Source Performance Standards  (NSPS).

   3.  Eighty percent of the ash present in the coal is emitted as flyash.

   4.  Ninety-five percent of the S in the coal is emitted as S02.

   5.  Fifteen percent of the S02 removed  is converted to gypsum.

   6.  Flyash and S02 are removed simultaneously in the scrubber system.

   7.  Effluent from the FGD system is 15% solids.


     The following is a listing of base case premises for the four disposal alter-
natives.

   Untreated

   1.  Pump 15% solids slurry to a clay-lined disposal pond.

   2.  Pond located 1 mi from scrubber facilities.

   3.  Sludge settles in pond to 50% solids and excess water is recycled to the
       scrubber system.


   Dravo

   1.  Thickened sludge (35% solids) is treated with Dravo additives:  Calcilox  (7%
       of dry sludge) and Thiosorbic lime  (2% of dry solids),

   2,  A grayity thickener is used for dewatering the sludge.

                                        460

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   3.  Treated sludge is pumped to a clay-lined pond located 1 mi from the scrubber
       facilities.

   4,  The ponded sludge settles in the pond to 50% solids and excess water is.
       recycled to the scrubber system.

   5.  The treated settled sludge fixes as a soillike material in the pond.


   IUCS

   1,  Effluent from the scrubber system is dewatered (60% solids) using a thickener
       and rotary drum filter.

   2.  The dewatered sludge is fixed by mixing with lime (4% of dry sludge).

   3,  Trucks are used to transport the treated sludge to the landfill disposal site
       located 1 mi from the scrubber facilities.

   4.  The treated material is assumed to have claylike properties and can be placed
       and compacted in the landfill using earthmoving equipment.


   Chemfix

   1.  Effluent from the scrubber system is dewatered (60% solids) using a thickener
       and rotary drum filter.

   2.  Dewatered sludge is fixed by mixing with Chemfix additives:  Portland cement
       (7% of dry solids) and sodium silicate  (4% of dry solids).

   3.  Thickened sludge (35% solids) is pumped 1 mi to the disposal site where it is
       filtered to remove additional water and mixed with additives.

   4.  The treated material is then hauled to the landfill, placed and compacted
       using typical earthmoving equipment.


Design Premises and Case Variations

     Design premises are the same for all alternatives, making the basis for
comparison equal.  The following is a summary of these assumptions.

   1.  Three plant sizes are considered—200, 500 (the base case), and 1500 MW.  The
       1500-MW plant is assumed to be three 500-MW units.

   2.  S in coal is 3.5% for the base case.  Two alternative cases include 2.0 and
       5.0% S.

   3.  The base case ash content of the coal is 16%.  Case variations for 12 and 20%
       ash are also evaluated for each alternative.

   4.  Case variations are considered for existing 5-, 10-, and 15-yr-old plants with
       operating lives of 92,500 hr (5 yr), 57,500 hr (20 yr), and 32,500 hr (15 yr).


                                        461

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   5.   All estimates  are  based on  emission standards  for new steam generating
       facilities,  The allowable  S02  emission is, 1.2 Ib/MBtu (M = one million)
       heat input and the particulate  standard is 0.1 lb/M[Btu heat input.

   6,   A limestone FGD system is used  for 802 removal.,  Flyasb, is removed  In the
       scrubber system also.   Case variations are estimated for (1) systems with
       separate f lyash removal facilities — electrostatic precipitator (ESP) , and
       (2) systems using  a lime slurry FGD process.

   7.   Limestone systems  are  operated  at a stoichiometry of 1.5 mol CaO:l  mol
       S02 removed and lime systems at a stoichiometry of 1.1 mol CaOrl mol 862
       removed ,

   8,   Scrubber system spent  slurry is assumed to contain 15% by wt solids from  the
       limestone systems  and  10% by wt from the lime systems.

   9.   S compounds contained  in the sludge are assumed to be primarily calcium
       sulflte hemihydrate (CaS03«l/2H20) , and gypsum (15% of the total S02 removed
       being converted to
  10.  All raw materials used in the three proprietary processes for fixation are
       received by rail or truck transportation.  Storage facilities are for 30-day
       capacity; feed bins, intermediate storage tanks, etc., are 8-hr capacity.


Economic Premises

     A midwestern plant location was selected.  Raw materials are readily available
and a large amount of coal-fired generating capacity exists in this region.  Land
costs are assumed $3500/acre.  Economic assumptions are summarized as follows:

   1.  All capital cost estimates are based on Chemical Engineering cost indexes
       (labor index — 237.9, material index — 264.9).  Capital costs are projected
       to mid-1979 and revenue requirements are for mid-1980.  The project is
       assumed to start in mid-1977 and be completed in mid-1980.  The midpoint of
       construction costs is mid-1979; startup, mid-1980.

   2.  Direct capital costs cover process equipment, piping and insulation, transport
       lines, foundations and structural, excavation and site preparation, roads and
       railroads, electrical, instrumentation, buildings, pond construction, and
       earthmoving equipment.  Material and labor  (fabrication and installation)
       costs for each of these items were estimated.  These estimates are based on
       costs obtained from vendors (equipment companies, contractors, internal TVA
       sources, etc.,) and related literature information.

   3.  Indirect capital costs include engineering design and supervision, architect
       and engineering contractor expenses, construction expenses, contractor fees,
       contingency, allowance for startup and modifications, and interest during
       construction.  Two other capital cost items, working capital and land, are
       included in the total capital requirements.  These estimates are based on
       current industry practice and authoritative literature sources,

   4.  Direct costs for revenue requirements include raw materials, labor,
       electricity, and maintenance.  Other direct costs are operating expenses for
       earthmoving equipment.

                                         462

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   5.  Indirect costs for revenue requirements are capital charges and overheads.

   6.  Capital charges are based on regulated utility economics.

   7.  Revenue requirements are projected for an annual 7,000-hr operation.  Other
       estimates for lifetime (125,700 hr) revenue requirements are based on the
       declining operating time for the plant.  Also estimates are made for constant
       annual operating loads (7,000 and 5,000 hr) throughout the life of the plant.


RESULTS

     In past TVA studies-*-^ estimates of total capital investment and annual revenue
requirements have been made for several FGD systems.  The limestone wet-scrubbing
process has been evaluated in several studies and recent estimates are available
that are being presented at this symposium in another TVA paper.  The total capital
investment for a system to be used by a 500-MW plant in 1979 (base case conditions)
is estimated at $36,368,000, and the 1980 total annual revenue requirement is esti-
mated at $11,841,500.  These costs do not include the waste disposal area normally
included in the system estimate and can be combined with the base case sludge dis-
posal system costs given in this study to give the cost of a total system concept
for the limestone scrubbing FGD process.  It should be noted that these FGD system
cost estimates apply only to the base case systems.

     Design premises for the power plant, FGD system, and the four primary disposal
alternatives were used to develop material balances, flow diagrams, equipment descrip-
tion lists, instrumentation diagrams, and overall plant layout drawing for each alter-
native.  This information and the economic premises were used in preparing estimates
of the total capital investment for each system.  Case variations were considered for
each of the four primary alternatives resulting in a total of 121 estimates.  These
case variations included power plant size, remaining plant life, coal analysis,
distance from scrubbing facility to disposal area, transportation mode, sludge
composition, and fixation additive rates.

     Information obtained from process and equipment vendors, utility companies, :and
authoritative literature sources was used to estimate the costs for equipment, labor,
maintenance, raw materials, cost of capital, and energy.  Tables 1 and 2 are summa-
ries of the total capital investment and annual revenue requirements for the 121
estimates.  Tables 3 through 6 show capital investment analysis for each process
(200-, 500-, and 1500-MW plants).


Total Capital Investment and Annual Revenue Requirements

     The relative ranking of the total capital investments for the four base case
disposal alternatives is as follows:

                                    Total capital
                                    investment, $   $/kW

                       IUCS           10,717,000    21.4
                       Chemfix        13,531,000    27.1
                       Untreated      17,211,000    34.4
                       Dravo          24,114,000    48.2
                                          463

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                 TABLE  1.   SUMMARY OF TOTAL  CAPITAL  INVESTMENT""

                                       ALL PROCESSES
                                                     Untreated
                                                                     Dravo
                                                                                   IUCS
                                                                                               Chemfix
                   Case
        $/kW   k$     $/kW    k$
$/kW    k$
$/kW
Base case
Variation from base case
  200 MW new
  200 MW existing,  25  yr  remaining life
  200 MW existing,  20  yr  remaining life
  200 MW existing,  15  yr  remaining life
  Existing, 25 yr remaining  life
  Existing, 20 yr remaining  life
  Existing, 15 yr remaining  life
  1500 MW new
  1500 MW existing, 25 yr remaining life
  1500 MW existing, 20 yr remaining life
  1500 MW existing, 15 yr remaining life
  12% ash in coal
  20% ash in coal
  2% sulfur in coal
  5% sulfur in coal
  200 MW, no flyash
  No flyash
  1500 MW, no flyaah
  5 mi to disposal
  10 mi to disposal
  Fixation additive amount - variation 1
  Fixation additive amount - variation 2
  Lime scrubbing process
  Intermediate ponding and truck  to landfill
  Transport by truck to disposal  area
  Clarify (35% solids) and pump  1 mi
  Clarify (35% solids) and pump 5 mi
  Clarify (35% solids) and pump 10 mi
  Clarify, filter (60% solids) and truck  1 mi
  Clarify, filter (60% solids) .  : I ruck  5 mi
  Clarify, filter (60% solids) ^IK. truck  10 mi
  200 MW, constrained  pond acreage (50% of optimum)
  200 MW, constrained  pond acreage (75% of optimum)
  Constrained pond  acreage (50% of optimum)
  Constrained pond  acreage (75% of optimum)
  1500 MW constrained  pond acreage (50% of optimum)
  1500 MW constrained  pond acreage (75% of optimum)
  Pond settled density (40%  solids)
  Pond settled density (60%  solids)
  Unlined pond
  Synthetic pond lining ($1.50/yd2)
  Synthetic pond lining ($2.50/yd2)
  Synthetic pond lining ($3.50/yd2)
  Synthetic pond lining ($4.50/yd2)
17,211C 34.4°  24,114d  48.2d  10,717s 21.4e 13,531f 27.lf
9,800
8,480
6,844
5,511
14,578
11,399
8,822
36,455
30,212
22,904
16,999
15,031
19,055
13,390
20,655
6,716
11,397
23,595
26,836
37,420
-
-
16,226
-
49.0
42.4
34-2
27.6
29.2
22.8
17.6
24.3
20.1
15.3
11.3
30.1
38.1
26.8
41.3
33.6
22.8
15.7
53.7
74.8
-
-
32.5
-
13
13
11
10
21
18
15
48
41
33
27
21
26
19
28
12
19
38
30
37
23
25
21
12
,942
,258
,597
,239
,416
,281
,553
,235
,382
,924
,905
,446
,028
,251
,523
,242
,745
,722
,994
,765
,120
,209
,318
,670
69.7
66.3
58.0
51.2
42.8
36.6
31.1
32.2
27.6
22.6
18.6
42.9
52.1
38.5
57.0
61.2
39.5
25.8
62.0
75.5
46.2
50.4
42.6
25.3
7
7
7
7
10
10
10
20
19
19
18
9
11
9
12
7
9
18
11
11
10
10
10

,193
,428
,351
,295
,591
,402
,269
,105
,952
,382
,976
,345
,957
,025
,283
,301
,839
,103
,377
,891
,302
,748
,383
-
36.
37.
36.
36.
21.
20.
20.
13.
13.
12.
12.
18.
23.
18.
24.
36.
19.
12.
22.
23.
20.
21.
20.
-
0
1
8
5
2
8
5
4
3
9
7
7
9
1
6
5
7
1
8
8
6
5
8

9
9
9
9
13
13
13
24
23
23
22
11
14
11
14
7
10
18
20
26
16
14
12

,259
,448
,367
,311
,400
,204
,077
,104
,922
,337
,915
,879
,192
,123
,854
,767
,124
,313
,227
,988
,270
,757
,wi
-
46.3
47.2
46.8
46.5
26.8
26.4
26.2
16.1
15.9
15.6
15.3
23.8
28.4
22.2
29.7
38.8
20.2
12.2
40.5
54.0
32.5
29.5
24.9
-
18
24
31
8
8
9
12
10
22
17
48
38
20
15
14
20
23
'4
26
,490
,881
,458
,294
,825
,249
,774
,203
,676
,985
,917
,228
,070
,194
,391
,994
,070
159
,/07
37
49
62
16
17
18
63
51
45
36
32
25
40
30
28
42
46
49
53
.0
.8
.9
.6
.7
.5
.9
.0
.4
.0
.6
.5
.1
.4
.8
.0
.1
.9
.4






20
17
37
31
80
64







-
-
-
-
-
-
,701
,305
,697
,061
,098
,503
-
-
-
-
_
_
-
-
-
-
-
-
-
103
86
75
62
53
43
-
-
-
_
_
_
-






.5
.5
.4
.1
.4
.0







                                          11,740  23.5
a.  Basis:  Midwest plant location,  mid-1979  costs;  SO. and flyash removed together to meet NSPS.
b.  New 500-MW plant; 30-yr life; coal analysis  (by  vtj:  3.5% S (dry basis), 16% ash; flyash and
    SO. removed together to meet NSPS, limestone process with 1.5 stolchiometry based on SO. removed.
c.  Direct ponding of 15% slurry clay-lined pond; 1  mi from scrubber facilities; 50% solids settled
    density.
d.  Ponding of 35% solids slurry; clay-lined  pond; pump I mi to pond from scrubber facilities; 50% solids
    settled density in pond; treated with Calcilox (7% of dry sludge) and Thlosorbic lime (1% of
    dry sludge).
e.  Landfill disposal of 60% solids  material; 1  mi to landfill from scrubber facilities; trucks used for
    transport of treated sludge; treated with lime (4% of dry sludge),
f.  Landfill disposal of 60% solids  material; 1  mi to landfill from scrubber facilities; pipeline  used
    for transport of thickener underflow to disposal and treatment area, treated with Portland cement
    (7% of dry sludge) and sodium silicate (2% of dry sludge).
                                                 464

-------
    TABLE  2.    SUMMARY  OF  TOTAL  ANNUAL  REVENUE  REQUIREMENTS'

                                     ALL  PROCESSES
Untreated
Case
b
Base case
Variation from base case
200 MW new
200 MW existing, 25 yr remaining life
200 MW existing, 20 yr remaining life
200 MW existing, 15 yr remaining life
Existing 25 yr remaining life
Existing 20 yr remaining life
Existing 15 yr remaining life
1500 MW new
1500 MW existing, 25 yr remaining
life
1500 MW existing, 20 yr remaining
life
1500 MW existing, 15 yr remaining
life
12% ash in coal
20% ash in coal
2% sulfur in coal
5% sulfur in coal
200 MW, no flyash
No flyash
1500 MW, no flyash
5 mi to disposal
10 mi to disposal
Fixation additive rate - variation 1
Fixation additive rate - variation 2
Lime scrubbing process
Intermediate ponding and truck to
landfill
Transport by truck to disposal area
Clarify (35% solids) and pump 1 mi
Clarify (35% solids) and pump 5 mi
Clarify (35% solids) and pump 10 mi
Clarify, filter (60% solids) and
truck 1 mi
Clarify, filter (60% solids) and
truck 5 mi
Clarify, filter (60% solids) and
truck 10 mi
200 MW, constrained pond acreage
(50% of optimum)
200 MW, constrained pond acreage
(75% of optimum)
Constrained pond acreage (50% of
optimum)
Constrained pond acreage (75% of
optimum)
1500 MW, constrained pond acreage
(50% of optimum)
1500 MW, constrained pond acreage
(75% of optimum)
Pond settled density (40% solids)
Pond settled density(60% solids)
Unlined pond
Synthetic pond lining ($1.50/yd2)
Synthetic pond lining ($2.50/yd2)
Synthetic pond lining ($3.50/yd2)
Synthetic pond lining ($4.50/yd2)
Annual
amount ,
k$
3,280°

2,014
1,841
1,605
1,433
2,906
2,135
2,130
6,746

5,827

4,726

3,969
2,902
3,609
2,639
3,869
1,495
2,289
4,546
5,527
7,504
-
-
3,136

-
-
3,694
5,195
6,450

3,809

4,925

5,818

2,462

2,033

4,119

3,365

8,985

7,037
3,747
2,949
2,765
3,882
4,253
4,590
4,900
Mills/
kWh
0.94°

1.44
1.32
1.15
1.02
0.83
0.70
0.61
0.64

0.55

0.45

0.38
0.83
1.03
0.75
1.10
1.07
0.65
0.43
1.58
2.14
-
-
0.90

-
-
1.06
1.48
1.84

1.09

1.41

1.66

1.76

1.45

1.18

0.96

0.86

0.67
1.07
0.84
0.79
1.11
1.21
1.31
1.40
Dravo
Annual
amount ,
fc?
6,701d

3,643
3,672
3,461
3,390
6,377
5,941
5,728
14,264

13,821

12,749

12,138
5,924
7,406
5,314
8,007
3,063
5,073
10,448
8,124
9,360
6,052
7,577
6,168

6,620
-
-
-
-

-

-

-

4,423

4,134

9,109

7,901

20,366

17,290
-
-
_
_
-
-

Mills/
kWh
1.91d

2.60
2.62
2.47
2.42
1.82
1.70
1.64
1.36

1.32

1.21

1.16
1.69
2.12
1.52
2.29
2.19
1.45
1.00
2.32
2.67
1.73
2.16
1.76

1.89
-
-
-
-

-

-

-

3.16

2.95

2.60

2.25

1.94

1.65
_
-
_
_
-
-

IOCS
Annual
amount,
k$
5,29le

3,567
3,699
3,725
3,822
5,402
5,430
5,559
10,411

10,656

10,684

10,900
4,533
5,971
4,654
6,188
3,396
4,650
8,162
6,490
7,475
4,994
5,511
5,093

-
-
-
-
-

-

-

-

-

-

-

-

-

-
-
-
_
_
-
-

Mills/
kWh
1.516

2.55
2.64
2.66
2.73
1.54
1.55
1.59
0.99

1.01

1.02

1.04
1.30
1.71
1.33
1.77
2.43
1.33
0.78
1.85
2.14
1.43
1.57
1.46

-
-
-
-
-

-

-

-

-

-

-

-

-

-
-
-
_
„
-
-

Chemfix
Annual
amount ,
k5
6,988£

4,529
4,695
4,730
4,856
7,152
7,191
7,359
14,362

14,749

14,791

15,053
6,229
7,600
5,935
8,263
3,766
5,184
9,771
8,675
10,003
13,651
10,099
6,200

-
6,698
-
-
-

-

-

-

-

-

-

-

-

-
_
-
_
_
-
-

Mills/
kWh
2.00f

3.24
3.35
3.38
3.47
2.04
2.05
2.10
1.37

1.40

1.41

1.43
1.78
2.17
1.70
2.36
2.69
1.48
0.93
2.48
2.86
3.90
2.89
1.77

-
1.91
-
-
-

-

.

_

-

-

-

-

-

_
_
-
_
_
-
_
"
Basis:  Midwest plant  location; mid-1980 operating costs; 7,000 hr/yr on-stream time.
New 500-MW plant; 30-yr life; coal  analysis (by wt):  3.5% S (dry basis), 16%  ash; flyash and
502 removed together to meet NSPS,  limestone process with 1.5 stoichlometry based on SO. removed.
Direct  ponding of 15%  slurry; clay-lined pond; 1 mi from scrubber facilities;  50% solids settled density.
Ponding of 35% solids  slurry; clay-lined pond; pump 1 mi to pond from scrubber facilities; 50% solids
settled density in pond; treated with Calcilox (7% of dry sludge) and Thiosorbic lime (1% of dry sludge).
Landfill disposal of 60% solids material; 1 mi to landfill from scrubber facilities, trucks used for
transport of treated sludge; treated with lime (4% of dry sludge).
Landfill disposal of 60% solids material; 1 mi to landfill from scrubber facilities; pipeline used for
transport of thickener underflow to disposal and treatment area, treated with  Portlant cement (7% of
dry sludge) and sodium silicate (2% of dry sludge).
                                               465

-------
                TABLE  3.  CAPITAL INVESTMENT ANALYSIS

                           UNTREATED PROCESSES

Investment
Process equipment
Piping and insulation
Transport lines
Foundation and structural
Excavation, site preparation;
roads and railroads
Electrical
Instrumentation
Buildings
Subtotal
Services and miscellaneous
Subtotal excluding pond
Pond construction
Subtotal direct investment
Engineering design and
supervision
Architect/engineering
contractor expense
Construction expense
Contractor fees
Subtotal
Contingency
Subtotal fixed investment
Allowance for startup and
modification
Interest during construction
Subtotal capital investment
Land
Working capital
Total capital investment
200
78
96
746
6
66
354
41
1,387
21
1,408
3,652
5,060
262
38
713
329
6,402
1,280
7,682
403
922
9,007
708
85
9,800
MWa
Percent
of total
0.8
1.0
7.5
0.1
0.7
3.6
0.4
14.1
0.2
14.3
37.3
51.6
2.7
0.4
7.3
3.3
65.3
13.1
78.4
4.1
9.4
91.9
7.2
0.9
100.0
500
128
121
1,109
7
73
395
53
1,886
28
1,914
7.251
9,165
367
49
1,102
517
11,200
2,240
13,440
619
1,613
15,672
1,423
116
17,211
MWa
Percent
of total
0.7
0.7
6.4
0.1
0.4
2.3
0.3
10.9
0.2
11.1
42.2
53.3
2.1
0.3
6.4
3.0
65.1
13.0
78.1
3.6
9.3
91.0
8.3
0.7
100.0
1500
237
207
1,922
14
77
522
53
3,032
45
3,077
16.946
20,023
587
71
1,997
936
23,614
4.723
28,337
1,139
3.400
32,876
3,359
220
36,455
MWa
Percent
of total
0.6
0.5
5.3
0.1
0.2
1.4
0.1
8.3
0.1
8.4
46.5
54.9
1.6
0.2
5.5
2.6
64.8
12.9
77.7
3.1
9.4
90.2
9.2
0.6
100.0

Basis:
  New plant  (30-yr life), midwest plant location,  mid-1979 costs.
  Coal analysis  (by wt):   3.5%  S (dry basis),  16%  ash.
  Flyash removed with SC^ to meet NSPS.
  Limestone  process with  1.5 stoichiometry based on S02 removed.
  Pond disposal, 15% solids slurry, settled density - 50% solids, clay-lined,  1 mi from
  scrubber facilities.
                                     466

-------
                TABLE  4.   CAPITAL  INVESTMENT  ANALYSIS

                              DRAVO PROCESS
Investment
Process equipment
Piping and insulation
Transport lines
Foundation and structural
Excavation, site preparation;
roads and railroads
Electrical
Ins t rument at ion
Buildings
Subtotal
Services and miscellaneous
Subtotal excluding pond
Pond construction
Subtotal direct investment
Engineering design and
supervision
Architect /engineering
contractor expense
Construction expense
Contractor fees
Subtotal
Contingency
Subtotal fixed investment
Allowance for startup and
modification
Interest during construction
Subtotal capital investment
Land
Working capital
Total capital investment
200
k$
1,405
179
451
116
141
795
100
115
3,302
50
3,352
3,479
6,831
682
144
1,048
414
9,119
1.824
10,943
746
1.313
13,002
676
264
13,942
MWa
Percent
of total
10.2
1.3
3.2
0.8
1.0
5.7
0.7
0.8
23.7
0.3
24.0
25.0
49.0
4.9
1.0
7.5
3.0
65.4
13.1
78.5
5.4
9.4
93.3
4.8
1.9
100.0
500
k$
2,272
262
657
313
164
974
113
115
4,870
73
4,943
7.410
12,353
821
162
1,627
649
15,612
3,122
18,734
1,132
2.249
22,114
1,450
550
24,114
MWa
Percent
of total
9.4
1.1
2.7
1.3
0.7
4.0
0.5
0.5
20.2
0.3
20.5
30.7
51.2
3.4
0.7
6.7
2.3
64.7
13.0
77.7
4.7
9.3
91.7
6.0
2.3
100.0
1500
k$
4,363
424
978
540
240
1,301
119
115
8,081
121
8,202
17.358
26,560
1,136
207
2,823
1.127
30,853
6,171
37,024
1,967
4.443
43,434
3,414
1.387
48,235
MWa
Percent
of total
9.1
0.9
2.0
1.1
0.5
2.7
0.3
0.2
16.8
0.2
17.0
36.0
53.0
2.4
0.4
5.9
2.3
64.0
12.8
76.8
4.1
9.2
90.1
7.0
2.9
100.0
Basis:
  New plant  (30-yr life), midwest  plant location, mid-1979 costs.
  Coal  analysis  (by wt):  3.5% S  (dry basis), 16% ash.
  Flyash removed with S02 to meet  NSPS.
  Limestone  process with 1.5 stoichiometry based on S02 removed.
  Pond  disposal of treated 35% solids slurry in a clay-lined  pond located 1 mi from
  scrubber facilities, slurry settled density - 50% solids.
                                      467

-------
                  TABLE 5.   CAPITAL INVESTMENT ANALYSIS

                               IUCS PROCESS
Investment
200 MWa
Process equipment
Piping and insulation
Transport lines
Foundation and structural
Excavation, site preparation;
roads and railroads
Electrical
Instrumentation
Buildings
Subtotal
Services and miscellaneous
Subtotal excluding trucks
and equipment
Trucks and earthmoving
equipment
Subtotal direct investment
Engineering design and
supervision
Architect/engineering
contractor expense
Construction expense
Contractor fees
Subtotal
Contingency
Subtotal fixed investment
Allowance for startup and
modification
Interest during construction
Subtotal capital investment
Land
Working capital
Total capital investment
1,520
126
65
94
430
56
550
2,841
43
2,884
400
3,284
311
78
602
237
4,512
902
5,414
501
650
6,565
280
348
7,193
Percent
of total
21.1
1.8
0.9
1.3
6.0
0.8
7.6
39.5
0.6
40.1
5.6
45.7
4.3
1.1
8.3
3.3
62.7
12.6
75.3
7.0
9.0
91.3
3.9
4.8
100.0
500 MWa
2,551
176
136
115
639
70
550
4,237
64
4,301
581
4,882
392
98
839
320
6,531
1.306
7,837
726
940
9,503
676
538
10,717
Percent
of total
23.7
1.6
1.3
1.1
6.0
0.7
5.1
39.5
0.6
40.1
5.4
45.5
3.7
0.9
7.8
3.0
60.9
12.2
73.1
6.8
8.8
88.7
6.3
5.0
100.0
1500 MWa
5,050
287
314
180
1,012
74
1.004
7,921
119
8,040
1.057
9,097
495
124
1,410
514
11,640
2.328
13,968
1,291
1.676
16,935
2,030
1.140
20,105
Percent
of total
25.1
1.4
1.6
0.9
5.0
0.4
5.0
39.4
0.6
40.0
5.2
45.2
2.5
0.6
7.0
2.6
57.9
11.6
69.5
6.4
8.3
84.2
10.1
5.7
100.0

Basis:
  New plant  (30-yr life), midwest plant location, mid-1979 costs.
  Coal analysis  (by wt):  3.5% S  (dry basis), 16% ash.
  Flyash removed with S02 to meet NSPS.
  Limestone  process with 1.5 stoichiometry based on SC>2 removed.
  Landfill disposal of 60% solids material 1 mi from scrubber facilities, trucks used foe
  transport  of treated material to disposal site.
                                       468

-------
                 TABLE 6.   CAPITAL  INVESTMENT  ANALYSIS

                             CHEMFIX  PROCESS
Investment
Process equipment
Piping and insulation
Transport lines
Foundation and structural
Excavation, site preparation;
roads and railroads
Electrical
Instrumentation
Buildings
Subtotal
Services and miscellaneous
Subtotal excluding trucks
and equipment
Trucks and earthmoving
equipment
Subtotal direct investment
Engineering design and
supervision
Architect/engineering
contractor expense
Construction expense
Contractor fees
Subtotal
Contingency
Subtotal fixed investment
Allowance for startup and
modification
Interest during construction
Subtotal capital investment
Land
Working capital
Total capital investment
200
k$
1,709
173
487
77
138
587
87
550
3,808
57
3,865
423
4,288
392
98
768
290
5,836
1.167
7,003
658
840
8,501
284
464
9,249
MWa
Percent
of total
18.6
1.9
5.3
0.8
1.5
6.3
0.9
5.9
41.2
0.6
41.8
4.6
46.4
4.2
1.1
8.3
3.1
63.1
12.6
75.7
7.1
9.1
91.9
3.1
5.0
100.0
500
2,885
227
697
207
162
853
107
550
5,690
85
5,775
442
6,217
472
118
1,072
385
8,264
1,653
9,917
948
1.190
12,055
693
783
13,531
MW*
Percent
of total
21.3
1.7
5.2
1.5
1.2
6.3
0.8
4.1
^TT
0.6
42.7
3.2
45.9
3.5
0.9
8.0
2.8
61.1
12.2
73.3
7.0
8.8
89.1
5.1
5.8
100.0
1500
5,499
367
1,027
394
239
1,274
119
1.004
9,923
149
10,072
789
10,861
564
141
1,700
588
13,854
2.771
16,625
1,584
1 .995
20,204
2,083
1.817
24,104
MWa
Percent
of total
22.8
1.5
4.3
1.6
1.0
5.3
0.5
4.2
41.2
0.6
41.8
3.3
45.1
2.3
0.6
7.1
2.4
57.5
11.5
69.0
6.6
8.2
83.8
8.6
7.6
100.0

Basis:
  New plant  (30-yr life), midwest plant location, mid-1979 costs.
  Coal analysis  (by wt):  3.5% S (dry basis), 16% ash.
  Flyash removed with SC>2 to meet NSPS.
  Limestone  process with 1.5 stoichiometry based on S02 removed.
  Landfill disposal of 60% solids material 1 mi from scrubber  facilities, pipelines used
  for transport of 35% solids thickener underflow to  treatment and disposal 'area.
                                     469

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     The unit revenue requirements for the four base case estimates are as follows;

                             $/ton (dry solids)   Mills/kWh.

                 Untreated          8.08            0,94
                 IUCS              12,55            1.51
                 Dravo             15.32            1,91
                 Chemfix           16,51            2.00

     These rankings are for base case systems which are for new 500-MW plants
burning coal with 3.5% S and 16% ash.  The relative position of the four alternatives
changes for some of the case variations.


Case Variations

     The effects of the following case variations on the total capital investments
and annual revenue requirements are illustrated in Figures 4 through 39.

                                                  Effect shown
                  	Case variation	in figure No.

                  Power plant size                    4-9
                  Plant size and remaining life      10-15
                  Power plant operating profile      16-17
                  Sludge rate                        18-19
                  Coal analysis                      20-23
                  Distance to disposal site          24-27
                  Remaining plant life               28-33
                  Available pond acreage             34-37
                  Type of pond liner                 38-39


Lifetime Revenue Requirements—Declining Profile

     Lifetime revenue requirements were calculated for three cases  (200-, 500-, and
1500-MW new plants) of each disposal alternative.  Table 7 presents a summary of the
cumulative discounted process costs and equivalent levelized unit increase in revenue
requirements over the life of the power plant for the four disposal alternatives.
Lifetime levelized unit revenue requirements are slightly higher than corresponding
annual unit revenue requirements due to the declining operating profile of the power
plant.  The average annual on-stream time over the life of the plant is 4250 hr;
however, the annual revenue requirement estimates are based on 7000 hr of operating
time.


Lifetime Revenue Requirements—Constant Operating Load

     In order to evaluate the effects of a nondeclining operating load, estimates
were made for disposal systems  (each of the four alternatives for 200-, 500-, and
1500-MW plants.) operating at a constant load over the 30-yr life of the system.
Estimates- for these 12 cases were made for both 5000 and 7QOO hr/yr operation.
Tables 8 and 9 are summaries pf these estimates.  Both total capital investment and
annual revenue requirements are increased over the corresponding values for systems
with the declining operating profile,
                                         470

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w

H
H
O
H
    50
    40
    30
    20
    10
    I        I
O  Untreated
•  Dravo
A  IUCS
X  Chemfix
                               I
•OT-
IS
to
H
 3
 O
 H
                            I
I
    15
    12
   250      500      750     1000     1250

                POWER PLANT  SIZE,  MW
                                                    1500
            Figure 4.  All processes.  Effect of power
               plant size on total capital investment.
                              New plants.
    I       I
O  Untreated
•  Dravo
A  IUCS
X  Chemfix
                       I
                            I
              250    500     750     1000    1250

                         POWER PLANT SIZE, MW
                                          1500
             Figure 5.  All processes.  Effect of power
          plant size on total annual revenue requirements.
                              New plants.
                             471

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20
16
12
          I        I
      O  Untreated
      •  Dravo
      A  TUGS
      *  Chemfix
40
32
 16
           250     500    750     1000    1250
                      POWER PLANT SIZE, MW
                                         1500
            Figure 6.  All processes.  Effect of power
         plant size on annual unit revenue requirements.
                           New plant.
  I
Untreated
Dravo
IUCS
Chemfix
                   T
                         I
                                    I
                                          I
           250
         500
750
1000
1250
1500
                       POWER PLANT  SIZE, MW
            Figure  7.  All  processes.   Effect  of power
         plant  size on annual  unit  revenue  requirements.
                           New plant.
                           472

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  100
   80

 *
H




W
   60
   40
   20
                 o  Untreated
                    Dravo
                 A
                 x  Chemfix
                                             I
             250    500     750     1000    1250

                        POWER PLANT SIZE,  MW
                                                    1500
          Figure 8.   All processes.   Effect of power plant
            size on unit capital investment.  New plant.
^
GO
00
H
w
1
              I       I
         O  Untreated
         •  Dravo
         A  IUCS
         X  Chemfix
                                     I
                                             I
            250
                    500
                            750
1000   1250
1500
                        POWER PLANT SIZE,  MW
         Figure 9.   All processes.   Effects of power plant
            size on annual unit revenue requirements.
                             New plant.
                            473

-------
   50
 
 «
   40
   30
 H
   20
 o 10
 H
    I        f
O  Untreated
•  Dravo
a  IUCS
X  Chemfix
             250
            500
750
1000
1250
1500
3  15
   12
                       POWER PLANT SIZE, MW
          Figure 10.  All processes.  Effect of power plant
        size on total capital investment.  Existing plant with
                      25 yr remaining life.
     I        I
O Untreated
• Dravo
A IUCS
x Chemfix
                                              I
                                      I
                                    I
                          I
             250
           500
 750
 1000
                                             1250    1500
                       POWER PLANT  SIZE, MW
          Figure 11.  All processes.  Effect of power plant
       size  on  total  annual revenue requirements.   Existing
             plant with 25 yr remaining life.
                            474

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   50
£40
H  30
   20
  10
     I        T
O Untreated
• Dravo
£ IUCS
X Chemfix
                      I
                    I
         I
          I
  15
  12
            250     500    750     1000    1250

                      POWER PLANT SIZE, MW
                                          1500
          Figure 12.  All processes.  Effect of power
        plant size on total capital investment.  Existing
                 plant with 20 yr remaining life.
     I       I
OUntreated
•Dravo
^ IUCS
XChemfix
                                            T
            250
           500
750
1000
1250
1500
                       POWER PLANT SIZE, MW
          Figure 13.  All processes.  Effect of power
        plant size on total annual revenue requirements.
             Existing plant with 20 yr remaining life.
                            475

-------
•CO-
ST
w

H
o
H
    50
40
    20
    10
O Untreated
• Dravo
A IUCS
X Ghemfix
                                               I
             250
                  500
                   750
1000
1250
1500
    15
    12
                          POWER.PLANT SIZE, MW
          Figure 14.  All processes.  Effect of power plant
        size on total capital investment.  Existing plant with
                     15 yr remaining life
     9  -
     6  -
       O Untreated
       41 Dravo
         IUCS
       X Chemfix
              250
                  500
                   750
 1000   1250
        1500
                       POWER PLANT SIZE, MW
           Figure 15.  All processes.  Effect of power plant
        size on total annual revenue requirements.  Existing
               plant with 15 yr remaining life.
                              476

-------
 a
 *N
 H
 en
 w
    75
    60
    45
    30
o
                       T
O  Untreated
•  Drayg
A  IUCS
X  Chemfix
              250
           500
 750
 1000
 1250
 1500
                         POWER PLANT SIZE, MW
BJ
    25
    20
    15
    10
           Figure 16.  All processes.  Effect of power plant
             size on total capital investment.  New plant
       operating constant 7,000 hr/yr throughout its 30-yr life.
H
O
H
    I        I
O Untreated
• Dravo
A IUCS
X Chemfix
                               I
               I
            I
                         I
              250
           500
750
1000
1250
1500
                         POWER PLANT SIZE,  MW

           Figure 17.   All processes.   Effect of power plant
           size on total annual revenue requirements.   New
          plant, operating constant 7,000 hr/yr throughout its
                              30-yr life.
                                  477

-------
co
H
w
  CO
  Q
w
  O
  co
     30
     24
     18
CO
H
W
M
           Drayo
W O
S§  i2
  H
H ^.
i
P5 CO
W >H
£3 Pi
2 Q
W O
Pi H
H 
M
I
           Untreated
                       1
                                                                       200
               25     50      75      100     125     150     175
                 DRY SLUDGE (100% SOLIDS) FOR DISPOSAL, TONS/HR
          Figure 18.  Untreated disposal and Dravo processes.  Effect of
                 sludge rate on annual unit revenue requirements.
     30
     24 -
     18
     12
                                                             Chemfix
               25      50       75      100      125      150     175
                 DRY  SLUDGE  (100%  SOLIDS)  FOR DISPOSAL,  TONS/HR
                                                                     200
        Figure 19.   IUCS and  Chemfix  processes.   Effect  of sludge rate on
                           annual  unit  revenue requirements.
                                       478

-------
    50
    40
     I        I
O Untreated
• Dravo
A IUCS
* Chemfix
co
w
H   20
H
O
H
    10
               I
                            I
                                     I
2
co
H
I
    15
    12
               12345

             SULFUR IN COAL,  % BY WT (DRY BASIS)

         Figure 20.   All processes.   Effect  of sulfur
         content of coal on total capital investment.
                      New 500-MW plant.
	1	
 O Untreated
 • Dravo
 A IUCS
 X Chemfix
                                      T
                                   T
H
O
H
              1
                   1
              123456

             SULFUR IN  COAL,  % BY WT  (DRY BASIS)

         Figure  21.  All processes.   Effect  of  sulfur
            content  of  coal on total  annual  revenue
                requirements.  New 500-MW plant.
                            479

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 ^50
H
25
 '40
25
H
M
U
^20
H
O
H
  10
CO
H
M
B-
ta
w
5
PS
H
O
H
            I         T
        O Untreated
        • Dravo
        A IUCS
        X Chemfix
           12
                   14
16
18
20
          ASH IN COAL, % BY WT  (WET BASIS)
       Figure 22.  All processes.  Effect  of  ash  in
       coal on total capital  investment.   New 500-MW
                         plant.
   10
       	1	T
        O Untreated
        • Dravo
        A IUCS
        X Chemfix
                            T
                    JL
                            _L
            12       14       16       18      20

           ASH IN COAL, % BY WT  (WET BASIS)

        Figure 23.   All processes.   Effect  of ash in
        coal on total annual revenue requirements.
                     New 500-MW plant.
                          480

-------
  50
                    T
H
2
I 3°
H
l-l

-------
   50
   40
H
2

I  30
g  20
H
o
H
I
w
w
H
O
H
         oPump, 35% solids
         • Truck
         A Pump, 15% solids
   10
      0
8
10
12
                DISTANCE TO DISPOSAL, SITE, MI
      Figure 26.   Untreated processes.   Effect  of  distance
       to disposal site  and mode of  transport on total
            capital investment.   New 500-MW  plant.
                                      I
         I
          O Pump,  35% solids slurry
          • Truck
          A Pump,  15% solids slurry
       0
8
 10
 12
                 DISTANCE TO DISPOSAL SITE,  MI
       Figure 27.   Untreated process.  Effect of distance
         to disposal site and mode of transport on total
         annual revenue requirements.  New 500-MW plant.
                             482

-------
8
H
O
H
    50
    40
    30
    20
    10
    I
O Untreated
• Dravo
A IVCS
X Chemfix
              25               20             15

                    REMAINING  PLANT LIFE, YR

         Figure 28.  All  processes.   Effect of
       remaining  plant  life  on total  capital investment.
                          200-MW plant.
    15
    12
     I        I
O  Untreated
•  Dravo
&  IUCS
x  Chemfix
              I
                    I
I
I
              25
                    20
       15
                   REMAINING PLANT LIFE, YR

          Figure  29.  All processes.  Effect of
         remaining  plant life  on  total  annual revenue
                 requirement.  200-MW  plant.
                             483

-------
H
S3
CO
w
nJ

H

U


g
8
   50
    40
    30
    20
    10
              I        I
          ° Untreated
          • Dravo
          A IUCS
          x Chemfix
                                      I
              25               20             15
                   REMAINING PLANT LIFE, YR

           Figure 30.   All processes.   Effect of
       remaining  plant life on total capital investment,
                         500-MW plant.
CO
H

§
H
!=>
C/
 w
    15
    12
              I        I
          O Untreated
          • Dravo
          A IUCS
          X Chemfix
             25
                             20
15
                  REMAINING PLANT LIFE, YR
            Figure 31.   All processes.  Effect of
          remaining plant life on total annual revenue
                   requirement.  500-MW plant.
                            484

-------
  50
  40
w
  30
  20
g 10
H
 o Untreated
 • Dravo
 A IUCS
 x Chemfix
             I
            I
            25             20
                REMAINING PLANT LIFE, YR
                                 15
         Figure 32.  All processes.  Effect of
       remaining plant life on total capital
              investment, 1500-MW plant.
 s
  A
 H
 £3
 Cf
 w
 W
 PS
   20
   16
    12
 o
 H
O Untreated
• Dravo
A IUCS
x Chemfix
            —o-
                                    1
             25             20            15
                 REMAINING PLANT LIFE, YR

        Figure 33.  All processes.  Effect of
      remaining plant life on total annual revenue
              requirement.  1500-MW plant.
                             485

-------
  100
   80
H
S5
w
H
o
H
•co-
Is!
   60
^  40
20
           I        I        T
       o 50% optimum acreage
       • Optimum acreage
       A 75% optimum acreage
                               I
                                                   I
             250
                  500
750
1000
1250
1500
                        POWER PLANT SIZE, MW

                     Untreated process.  Effect of available
      Figure 34.
            pond acreage and power plant size on
                   total capital investment.
   10
                                             T
         50% optimum acreage
         Optimum acreage
         75% optimum acreage
                                                      I
             250
                  500
750
1000
1250   1500
                        POWER PLANT SIZE, MW

                     Untreated disposal.  Effect of available
      Figure 35.
            pond acreage and power plant size on
             total annual revenue requirements.
                              486

-------
  100
   80
   60
   40
g
H
   20
          O Optimum acreage
          • 75% optimum acreage
          A 50% optimum acreage
S
 M
cn
W
&
   20
   10
a
8   o
                                              I
            250
                    500
750
1000
                                            1250
1500
                      POWER PLANT SIZE, MW
           Figure 36.  Dravo process.  Effect of available
                 pond acreage and power plant size on
                     total capital investment.
             IT       I        II        I
            50% optimum acreage
            Optimum acreage
            75% optimum acreage
                     I
                             I
                 I
                  I
            250
                    500
750
1000
                                           1250
 1500
                      POWER PLANT SIZE, MW

           Figure 37.  Dravo process.  Effect of available
                 pond acreage and power plant size on
                  total annual revenue requirements.

                                487

-------
H
£40
w
^20
H
O
H
O
H
                    POND LINER COST,  $/YD

        Figure 38.  Untreated process.   Effect of
        unit cost of pond liners on total capital
               investment.   New 500-MW plant.
                  POND LINER COST, $/YD

     Figure 39.   Untreated process.   Effect of unit cost of
      pond liners on total annual revenue requirements.
                        New 500-MW plant.
                            488

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TABLE 7.   SUMMARY OF LIFETIME REVENUE  REQUIREMENTS FOR ALL PROCESSES

   (ACTUAL AND DISCOUNTED CUMULATIVE TOTAL AND UNIT,  MILLS/KWH)

                 OVER THE  LIFE OF THE POWER PLANT a


Case
Untreated
200 MW
500 MW
1500 MW
Dravo
200 MW
500 MW
1500 MW
IUCS
200 MW
500 MW
1500 MW
Chemfix
200 MW
500 MW
1500 MW

Total
actual
lifetime
revenue
requirement, $

58,750,000
97,757,800
203,309,200

94,392,200
175,764,900
375,002,700

89,013,000
131,224,200
254,498,000

111,241,300
167,942,300
333,190,900

Lifetime
average
unit revenue
requirements ,
mills/kWh

2.30
1.53
1.06

3.70
2.76
1.96

3.49
2.06
1.33

3.36
2.63
1.74
Total
present
worth
lifetime
revenue
requirement , $

20,204,800
33,612,100
69,819,400

33,368,200
62,052,600
133,456,200

30,584,100
45,381,700
88,798,600

38,655,100
59,099,300
119,154,500

Level ized
unit revenue ,
requirements ,
mills/kWh

2.03
1.35
0.94

3.36
2.50
1.79 'v

3.08
1.83
1.19

3.89
2.38
1.60

     Basis
       Over previously defined power plant operating profile.  30-yr life:
       7,000 hr for  first 10 yr; 5,000 hr for next 5 yr; 3,500 hr for next
       5  yr; 1,500 hr for next 10 yr.
       Midwest plant location, 1980 operating costs.
       Constant labor cost assumed over life of project.
     New  plants, coal analysis (wt %):  3.5% S (dry), 16% ash, flyash removed
     with S02 to meet NSPS.
     Discounted at 10% to initial year.
     Equivalent to discounted process  cost over life of power plant.
                                  489

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TABLE 8.   SUMMARY OF LIFETIME  REVENUE REQUIREMENTS FOR SYSTEMS OPERATING

            AT CONSTANT LOAD OF 7,000 HR/YR DURING 30-YR LIFE

 ACTUAL AND DISCOUNTED TOTAL AND UNIT INCREASE  IN REVENUE REQUIREMENTS3

Case
Untreated
200 MW
500 MW
1500 MW
Dravo
200 MW
500 MW
1500 MW
IUCS
200 MW
500 MW
1500 MW
Chemfix
200 MW
500 MW
1500 MW
Total
Total Lifetime present
actual average worth Levellzed
lifetime unit revenue lifetime unit revenue,
revenue requirements, revenue requirements,
requirement, $ mills/kWh requirement, $ mills/kWh

80,584,600
137,899,200
293,677,800

129,537,700
243,352,900
538,992,900

111,398,500
167,635,400
335,937,400

140,934,100
219,892,700
457,926,200

1.92
1.31
0.93

3.08
2.32
1.71

2.65
1.60
1.07

3.36
2.09
1.45

26,228,200
45,197,300
96,399,600

41,066,500
76,570,300
167,889,600

33,019,700
49,563,800
98,617,900

41,840,600
64,816,200
133,464,500

2.26
1.56
1.11

3.53
2.64
1.93

2.84
1.80
1.25

3.60
2.23
1.53

       Basis
         Midwest  plant location, 1980 operating cost.
         30-yr life at 7,000 hr/yr,  210,000 hr total operating time.
       New plants, coal analysis (wt %):   3.5% S (dry), 16% ash,  flyash removed
       with SO to meet NSPS.
       Discounted at 10% to initial  year.
       Equivalent to discounted process cost over life of power plant.
                                      490

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TABLE 9.  SUMMARY OF LIFETIME REVENUE REQUIREMENTS FOR SYSTEMS OPERATING

           AT CONSTANT  LOAD OF 5,000 HR/YR DURING 30-YR LIFE

    TOTAL AND UNIT REVENUE REQUIREMENTS OVER THE LIFE OF THE PLANT3





v.
Caseb
Untreated
200 MW
500 MW
1500 MW
Dravo
200 MW
500 MW
1500 MW
IUCS
200 MW
500 MW
1500 MW
Chemfix
200 MW
500 MW
1500 MW

Total
actual
lifetime
revenue
requirement , $

68,635,900
113,972,700
238,074,400

111,652,500
202,043,900
432,232,700

105,897,500
154,682,700
297,631,200

135,579,800
194,309,700
382,117,300

Lifetime
average
unit revenue
requirements,
mills/kWh

2.29
1.52
1.06

3.72
2.69
1.92

3.53
2.06
1.32

4.52
2.59
1.70
Total
present
worth
lifetime
revenue
requirement , $

22,269,300
37,296,900
78,056,500

35,498,100
63,826,800
135,328,300

31,497,700
45,980,100
88,019,300

40,359,100
57,798,000
112,489,900


Levelized
unit revenue ,
requirements ,
mills/kWh

2.68
1.80
1.25

4.28
3.08
2.17

3.79
2.22
1.41

4.86
2.79
1.81

    c.
    d.
Basis
  Midwest plant location,  1980  operating cost.
  30-yr life at 5,000 hr/yr,  150,000 hr total operating time.
New plants, coal analysis  (wt %) :  3.5% S  (dry), 16% ash, flyash removed
with SO  to meet NSPS.
Discounted at 10% to initial  year.
Equivalent to discounted process cost over life of power plant.
                                     491

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 Land Requirements.

     The cost of land represents a significant portion of the total jjivestment
required for a sludge disposal system.   As- stated earlier, the coat o£ land was
estimated to be $3500/acre..  Land requirements for the four base, case alternatives
are as follows;

                                                  % of
                                              total capital
                          Process	Acres	investment

                          Untreated    407        8.3
                          Dravo        414        6.0
                          IUCS         193        6.3
                          Chemfix      198        5.1

Land requirements for the case variations evaluated in this study varied from 21 to
1454 acres.
CONCLUSIONS

     Two categories of conclusions are discussed.  The first is concerned with the
economic comparisons of disposal process alternatives.  The second category pertains
to the effects of case variations for each of the disposal process alternatives.


Economic Comparisons of Process Alternatives

     The capital investment for an IUCS system is less than for the other alterna-
tives evaluated for a new 500-MW plant (base case).  The Dravo process for treatment
and pond disposal was the most capital intensive alternative evaluated.

     As the remaining life of the power plant is reduced, the untreated disposal
option becomes the least expensive alternative for a 500-MW plant.  The distance
from the scrubber facilities to the disposal site has a large effect  (29-117%
increase) on capital investments for the alternatives using a disposal pond  (untreated
and Dravoi-

     Annual revenue requirements for a new 500-MW plant (base case) disposal system
are lowest for the untreated disposal alternative.  The Chemfix process generally
has the highest annual revenue requirements.


Effects of Case Variations for Each Alternative

     Table 10 shows the effects on total capital investment and annual revenue
requirement by case variations for each disposal alternate.


     Untreated disposal.  The major cost variable for these cases is  the disposal
pond.  Any case variation resulting in a change in the quantity of material  for
disposal results in a similar change in capital investment.  Additional dewatering
of the sludge before disposal (assuming suitable for truck transport), results  in a
reduction  (50%) in capital investment.,  Revenue requirements and capital investments
are affected considerably (21-129% increase) by the distance to the disposal site.
                                        492

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    TABLE 10.   EFFECTS ON TOTAL CAPITAL  INVESTMENT AND  ANNUAL REVENUE

                  REQUIREMENT BY CASE VARIATIONS  FOR  ALL PROCESSES
                                                  Degree of change from base case
     Case variations
                                     Capital investment
                           Revenue requirements
                           Untreated
                                       Dravo
                                                 IUCS
                                                          Chemfix   Untreated
                                                                                Dravo
                                                                                        IUCS
                                                                                                 Chemfix
Plant size                  Large     Large
Remaining plant life         Large     Moderate
Ash in coal                  Small     Small
Sulfur in coal               Moderate  Small
No flyash in sludge          Moderate  Small
Distance to  disposal         Large     Large
Fixation additive rate          -      Slight
Limestone vs lime
 scrubbing process           Slight    Small
Thickened sludge             Small
Thickened sludge and dis-
 tance to disposal site      Large
Filtered sludge              Large
Filtered sludge and dis-
 tance to disposal site      Large
Constraint of available
 pond acreage               Moderate
Pond lining                  Large
Truck to disposal
Intermediate ponding
 and truck to landfill         -       Large
Settled density in pond      Small     Large
Large   Large
Slight  Slight
Small   Small
Small   Small
Slight  Moderate
Small   Large
Slight  Small

Slight  Slight
Large     Large
Moderate  Small
Small     Small
Small     Moderate
Moderate  Moderate
Large     Large
          Small
        Small
Slight
Small

Large
Small

Large

Moderate
Large
                   Small
Slight
Large   Large
Slight  Slight
Small   Small
Small   Small
Small   Moderate
Large   Large
Slight  Large

Slight  Small
                            Slight
          Slight
          Large
    An arbitrary scale is established with the following rating criteria being applied.
      Slight:  less than +10% change from the base case
      Small:   from +10% to +20%
      Moderate:  from greater than +20% to +40%
      Large:   greater than + 40%
                                                  493

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     Dravo process.  Capital investments are affected by the size of the disposal
pond required as were the untreated disposal cases.  The Dravo process for inter-
mediate ponding, truck transport, and landfill disposal requires 47% less capital
investment than the base case (pond disposal).  Revenue requirements (per unit)
are affected most by the distance to the disposal site.


     IUCS process.  This process requires flyash for stabilization and the case
variations for ESP flyash collection have higher capital investments than the base
case.  This increase is due to the cost of equipment for handling and storage of
flyash to be put back into the sludge.  Revenue requirements are affected consider-
ably by the distance to the disposal site (+40% increase), and the quantity of
sludge for disposal (up to 208% increase).


     Chemfix process.  Capital investments and revenue requirements are also greatly
increased (25-100%) by the distance to the disposal site (pipe lines are used for
transport of sludge containing 35% solids to the treatment-disposal site) for this
process.  Case variations for increased fixation additive rates have significantly
higher capital investments and revenue requirements.


Additional Work and Recommendations

     Another TVA-EPA study is underway, using the same premises as this study, to
evaluate two additional sludge disposal alternatives;  (1) gypsum produced by the
lime or limestone system with forced oxidation, and (2) untreated sludge that is
physically stabilized by dewatering and blending with dry flyash.  The study is
scheduled for completion in early 1978.  Studies are needed to evaluate new disposal
technology, to update the processes already evaluated, and to reflect the latest
environmental requirements.  Dravo now offers a landfill disposal process that should
be evaluated,.- Alternatives such as mine disposal should be investigated further to
determine if an economic evaluation is warranted.
                                         494

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                              REFERENCES
 1.  Crowe, J. L.,  and H. W. Elder.   "Status and Plans for Waste Disposal
     From Utility Applications of Flue Gas Desulfurization Systems."  In
     Proceedings;  Symposium on Flue Gas Desulfurization, New Orleans,
     March 1976, Vol II, pp. 565-577.  EPA-600/2-76-136b (NTIS PB 262 722),
     May 1976.

 2.  Leo, P. P., and J. Rossoff.  Control of Waste and Water Pollution From
     Power Plant Flue Gas Cleaning Systems;  First Annual R and D Report.
     EPA-600/7-76-018 (NTIS PB 259 211), October 1976.

 3.  Freas, R. C.  "The Stabilization and Disposal of Scrubber Sludges -
     The Dravo Process."  Paper presented at The American Petroleum Insti-
     tute Committee on Refinery Environmental Control, Salt Lake City, Utah,
     September 1975.

 4.  Lord, W. H.  FGD Sludge Fixation and Disposal.  Dravo Corporation,
     Pittsburgh, Pennsylvania, October 10, 1974.

 5.  Taub, Steven I.  "Treatment of  Concentrated Waste Water to Produce
     Landfill Material."  Paper presented at 5th International Pollution
     Engineering Exposition and Congress, Anaheim, California, November 10, 1976.

 6.  Kleiman, Gerald.  "Poz-0-Tec, A Practical Approach to Handling Flue Gas
     Scrubber Sludge."  In American  Power Conference, Proceedings, Vol 37,
     pp. 816-824.  Chicago, Illinois, April 21-23, 1975.

 7.  Mullen, Hugh,  Louis Ruggiano, and Steven I. Taub.  "The Physical and
     Environmental Properties of Poz-0-Tec."  Paper presented at Engineering
     Foundation Conference on Disposal of Flue Gas Desulfurization Solids at
     Hueston Woods State Park, Ohio, October 17-22, 1976.

 8.  IU Conversion Systems, Inc.  Poz-0-Tec Process for Economical and Envir-
     onmentally Acceptable Stabilization of Scrubber Sludge and Ash.  Phila-
     delphia, Pennsylvania.

 9.  Conner, Jesse R.  "Ultimate Disposal of Liquid Wastes by Chemical Fix-
     ation."  In Proceedings of the  29th Annual Purdue Industrial Waste
     Conference, Part II, pp. 906-922, Purdue University, West Lafayette,
     Indiana, May 7-9, 1974.

10.  McGlamery, G.  G., et al.  Detailed Cost Estimates for Advanced Effluent
     Desulfurization Processes.  EPA-600/2-75-006, (NTIS PB 242 541),
     January 1975.
                                  495

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  FLUE  GAS  DESULFURIZATION  WASTE  DISPOSAL
FIELD  STUDY AT THE SHAWNEE  POWER  STATION
              P. P. Leo, R. B. Fling, and J. Rossoff
           Environment and Energy Conservation Division,
                   The Aerospace Corporation
                      El Segundo, California
 ABSTRACT

    This paper summarizes and assesses the results obtained since the
 inception in 1974 of the U.S. Environmental Protection Agency Flue
 Gas Desulfurization Waste Disposal Field Evaluation Project at the Ten-
 nessee Valley Authority  Shawnee electric generating plant, Paducah,
 Kentucky.  Eight disposal ponds containing lime or limestone flue gas
 scrubbing sludges are being monitored. The wastes, or sludges, were
 produced by two 10-MW equivalent prototype scrubbers: a venturi
 spray tower and a turbulent contact absorber. Five of the ponds contain
 untreated sludges, and each of the other three contains sludge that was
 chemically treated by one of three processors: Chemfix, Dravo, and ID
 Conversion Systems.
    Variations in the concentrations of major constituents and trace
 elements in the leachate, supernate, and groundwaters as a function of
 time are discussed for each of the ponds. Physical  and engineering
 properties  of cores taken  from  the chemically treated  ponds are
 presented, and the physical and chemical characteristics of untreated
 sludges placed in  ponds  having underdrainage systems are discussed.
 The potential environmental impacts, safe disposal methods, and the
 economics for operational sites are also discussed.
                               496

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                   CONVERSION TAB.LE
   British
1  ac re
1  British thermal unit
 per pound
1  foot
1  cubic foot
1  inch
1  gallon (U.S.)
1  pound
1  mile
1  ton (short)
1  ton per square foot
1  part  per million
1  pound per square  inch

1  cubic yard
       Metric
4047 square rm. >..-<• s

2.235  Joules per g rani
0. 3048 meter
28. 316 liters
2. 54 centimeters
3.785  liters
0. 454  kilogram
1. 609  kilometers
0. 9072 metric u,:i.-
9765 kilograms per square meter
1 milligram p<-r liter (equivalent)
0,0703 k i)o;<; r,-uu :n-,r square
 centime t > ,-
0, 7641 i_
-------
                          SECTION 1.  INTRODUCTION


          The flue gas desulfurization (FGD) waste disposal field evaluation project
at the Tennessee Valley Authority (TVA) Shawnee Steam Plant in Paducah, Kentucky,
was initiated in September 1974.  The project, which is being conducted by the
Environmental Protection Agency (EPA) Industrial Environmental Research Labo-
ratory (IERL), Research Triangle Park (RTF), North Carolina,  was planned and
is being coordinated and evaluated by The Aerospace Corporation.  Site construc-
tion and field and analytical support are provided by TVA.  Coordination with the
site scrubber test program is provided by the Bechtel Corporation, which conducts
the scrubber test program.  The purpose of this project is to assess the effects of
various disposal techniques and field operating procedures,  involving FGD sludge,
on the environmental quality of the disposal site.

          The  objectives of this project are as follows:

          a.    Evaluate current disposal techniques under critical field
                operating conditions.

          b.    Evaluate the environmental acceptability of current disposal
                technology through periodic sampling,  analysis, and assess-
                ment  of water,  soil, and  sludge cores.

          c.    Develop engineering cost estimates  for alternative disposal
                methods on an operational basis.

          Currently,  eight disposal ponds are under evaluation,  two of which were
activated in 1977.  A summary of the sludge types being used and the input condi-
tions  are listed in Table 1.   Five ponds contain untreated sludge, and the remain-
ing ponds contain sludges treated by three different  chemical processors.   The
treatment processes  and estimates of the respective costs have been reported. '•'^
With the exception of Pond H, which is filled with ash-free oxidized sulfite
(gypsum), all ponded sludges contain approximately  40-percent fly ash on a dry
weight basis, the fly ash either being present during scrubbing or added during
disposal.

          This paper  provides a general description of the test site, characteris-
tics of untreated and chemically treated sludges and their leachates, interim
results from this project, a preliminary assessment,  disposal alternatives,  and
disposal cost estimates.


                      SECTION 2.  PROJECT DESCRIPTION


          The ponds were filled between  7 October 1974 and 30 September 1977
and will continue to be evaluated at least through March 1978.  All ponds are
monitored for leachate, supernate, groundwater quality, and characteristics of the
soil on the pond bottom.  Also,  sludge cores from the ponds containing chemically
treated material are evaluated for chemical and physical characteristics.

          Initially, this project involved five impoundments, each occupying
approximately 0. 1 acre and filled to a depth of 3 feet.  '   Two of these ponds con-
tained untreated sludge, and three contained sludge  that had been chemically
                                    498

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treated.  During 1976 and 1977, the program was expanded to provide for three
additional ponds to be filled with ash-free lime sludge,  ash-free limestone  sludge,
and oxidized sulfite (gypsum) sludge,  all of which were provided with an under-
drainage system.   All three sites were constructed, and the  pond  designated for
ash-free lime sludge was filled in October 1976.  The remaining two sites were
filled in February and September 1977.

          The disposal ponds were filled with sludges representing a cross section
of scrubber effluent conditions.  The five ponds filled with untreated sludge (Al,
D, F,  G,  and H),  shown in Figures 1  through 5, were selected for evaluation of
both lime and limestone scrubbing waste disposal including sludge containing fly
ash, ash-free sludge to -which fly ash  was added during ponding, gypsum, drained
and undrained ponds, and variations in the degree of sludge dewatering. Ponds Al
and D are control ponds; F,  G,  and H are for evaluation.   The materials used in
the evaluation of chemical treatment were representative of various disposal oper-
ating conditions.  Pond B (Figure 6) was filled with limestone sludge clarifier
underflow, chemically treated by the Dravo Corporation,  and placed in the pond
under conditions approximating disposal under water behind a dam. Pond C (Fig-
ure 7), was filled with lime  sludge that had been dewatered by centrifugation,
chemically treated by IU Conversion Systems,  Inc. , and stored in a pond under
conditions representing a low spot in a landfill in which rainwater is contained.
Pond E (Figure  8) was filled with limestone sludge clarifier underflow, chemically
treated by Chemfix, and placed in the pond under conditions similar to those for
Pond C.  Details of the pond filling operations for Ponds A through E are described
in the initial report on this project including processor recommendations on addi-
tive  quantities for each of the three chemical treatment processes.* Descriptions
of the three ponds filled during  1976 and  1977,  i. e. , F, G, and H, are presented
here in the chronological order in which they were filled.

2. 1       LIME SLUDGE WITH UNDERDRAINAGE (POND G)

          Pond G was filled during the period of 30 September through 5 October
1976, with layered sludge and fly ash. The sludge was obtained from the Chemico
venturi and spray tower during an ash-free scrubbing run, with lime as the absor-
bent.  Total ash removed upstream of the scrubber was approximately 40 weight
percent of the sludge solids.  The sludge  was de-watered by centrifuging, mixed
with one-half the fly ash to 47-percent solids, and loaded into rotary mix trucks
for transport to the pond.  This material  was layered into the pond with the
remaining fly ash.  The pond is 40 X 40 feet at the top of the berms, has 2:1
slopes, and is equipped with an underdrain system  consisting of 4-in.-diam PVC
perforated pipes covered with pea gravel and a 1-foot  sand layer.

          The underdrain water is collected  by gravity flow in a 100-gallon tank
and pumped to the  surface automatically by a float-actuated pump.  The pond was
filled to a depth of 4 feet,  which represents a total volume of approximately
85 cu yd.  Pond G will  be used to evaluate the environmental acceptability of ash-
free lime sludge remixed with fly ash and will also be tested for bearing-strength
qualities as a landfill material.

2. 2       LIMESTONE SLUDGE WITH UNDERDRAINAGE (POND F)

          Pond F was filled during the period of 28 January through 3 February
1977 with ash-free limestone sludge remixed with fly ash.  The sludge was
obtained from the Universal Oil Products (UOP) turbulent contact absorber (TCA)
during an ash-free scrubbing run, with limestone as the absorbent. Clarifier
                                    500

-------
Figure 1.  Pond Al:  lime, filter cake
 Figure 2.  Pond D:  limestone,
            clarifier underflow
          a.  During filling                     b.  Typical surface condition

        Figure 3.  Pond F (underdrained): limestone, clarifier underflow
 Figure 4.  Pond G (underdrained):
            lime, centrifuge cake
Figure 5.  Pond H:  gypsum filter
           cake immediately after
           placement
                                    501

-------
Figure 6.  Pond B (Dravo):  lime-
           stone,  clarifier under-
           flow, treated
Figure 7.  Pond C (IUCS):  lime,
           centrifuge cake,
           treated
                                        i*f
                   Figure 8.  Pond £ (Chemfix):  lime-
                              stone, clarifier under-
                              flow, treated
                                   502

-------
underflow was pumped directly into rotary mix trucks for transport to the pond.
Fly ash, 40 weight percent (dry), was added to each truckload of sludge before
it was discharged into the pond at 47-percent solids.  The pond and its  under-
drain system are identical to that described for Pond G.

          It was filled to a depth of 5 feet, which represents a total volume of
approximately  147 cu yd.  This pond will be used to evaluate the environmental
acceptability of ash-free,  limestone sludge remixed -with fly ash and will also be
tested for bearing-strength qualities as a landfill material.

2. 3       GYPSUM (POND H)

          Pond H was filled during the period of 18 August through 30 September
1977 with ash-free limestone sludge oxidized to sulfate. The fill was accom-
plished in two phases.  In the first phase, the pond was filled to  a depth of 4 feet
with clarifier underflow, at 33-percent solids, to test its settling characteristics
and load-bearing capacity with respect to  time when underdrained, as well as the
quality of the seepage water. This  testing was performed over a two-week period.
Immediately afterward,  the second phase  was begun. This  consisted of con-
structing a  10-foot pile of the gypsum (99  percent) which had been filtered to  an
86-percent  solids content cake.  The cake was dropped  onto the near-center of the
pond on a constant vertical line so that a natural cone was formed.  The surface
of the cone  formed an angle of approximately 38 degrees with the horizontal.
As placed,  the  dry cake is  nonstructural.  As it is rewetted, compression tests
will be made on the site to  determine the strength developed through natural com-
paction.  The principal tests to be made on this cake will be (1) to  determine the
change in shape of the cone as it slumps and (2) to analyze runoff for suspended
solids and water quality. Analyses of underdrainage water will continue.

          The pond is the  same  size as  Ponds F and G, and has  a similar under-
drainage system.

2. 4       SCOPE OF THIS PAPER

          The effort being  reported upon in this paper is part of a  broad range of
FGD waste  disposal  study activities performed by Aerospace.  The most recent
work, described in Reference 3, provides the results of the chemical character-
ization and  physical  properties analyses for untreated and treated wastes from
seven different scrubbers  at eastern and western plants using lime, limestone, or
double-alkali absorbents.  It also provides cost estimates for the disposal of
untreated waste in lined or unlined ponds and for the disposal of  chemically treated
waste.  Therefore, the results described  in this paper  are oriented toward the
specific activities at Shawnee; where appropriate, references have been made to
relate this work to the general field of FGD waste  disposal.  Detailed results of
the Shawnee disposal evaluation project  are given in References  1 and 4.


                        SECTION 3. INTERIM RESULTS


          The results discussed in  this  paper generally encompass the data avail-
able through mid-1977.  Physical and chemical characteristics of untreated and
chemically treated sludges are discussed, as well as properties  of sludges oxi-
dized to gypsum,  and untreated sludges  disposed of in ponds fitted  with an under-
drainage system that collects leachate.  In addition, a water balance and
                                    503

-------
mathematical analysis ..." the underdrained system was conducted to illustrate its
suitability as an <;nv i ? • .'irnentally acceptable disposal option.  The chemical com-
position of the uL!£ica;,< .-•  sludges  is summarized in Table 2.  The project encom-
passes three limo -:l>i\icteristics

          The physica! oroperties considered in the disposalof FGD sludges include
bulk density, water rote-v.ti.on  characteristics, bearing strength, porosity,  perme-
ability, and  viscosity.  The latter is  important in the transport of the sludge to a
disposal site,  and the others concern the weight and volume of the disposal
material as  well as the suitability of the waste as a load-bearing material and
deterrent to seepage in a disposal site.

          The physical properties of FGD sludges are dependent upon the charac-
teristics of both the liquid  and the solid constituents, as well as the interaction
between them.  The lime- and  limestone scrubber wastes  contain four principal
crystalline phases: cairlurn sulfite,  calcium sulfate, fly ash,  and unreacted lime-
stone or precipitated calcium carbonate.  In many cases, the sulfite phase also con-
tains small fractions of sulfate crystals.  However,  the presence of the sulfate  has
not yet been found to affect the basic  properties  of the sludge.

3. 1. 1. 1  Water Retention and Bulk Density.  The water  retention or, conversely,
the dewatering characteristics of FGD wastes are important to the various dis-
posal techniques in that they affect the volume of the disposal basin, the waste
handling methods, and the  condition of the wastes in their final disposal state.
Bulk density is, then,  a consequence of the dewatering characteristics of a sludge.

          The effectiveness of the dewatering method used  and the ability of a
sludge to be dewatered is a function of a number of solids characteristics,  includ-
ing the size  and distribution of particles, and the crystalline structure of the
particles,  -which are a function of the system as well as  its operating parameters.
Data for four dewatering methods are reported:  settling, settling by  free drainage,
vacuum filtration, and centrifugation; the results are based on laboratory
experiments.

          The highest density is  obtained principally by  vacuum-assisted filtration
in most sludges and by centrifugation in a few cases. In all cases, relatively
small density differences result  from these two dewatering methods.

          In most sludges, there is very little difference in the density when
dewatered by settling or  by settling combined with free drainage.  While free
draining may not produce a significant increase in bulk density, the slight  gain
coupled with the associated higher  solids content may in some cases significantly
increase load-bearing strength as discussed in Section 3. 1. 1. 2.

          Generally,  the wet-bulk density ranged from a low of approximately
1. 5 g/cm3 (94 Ib/ft3) for settled  sludges to a high of 1. 65 g/cm3 (103 lb/ft3) for
                                      504

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-------
vacuum filtered (Table 3).  Drained and centrifuged values were intermediate to
these extremes,  with drained being slightly higher than the settled, and centri-
fuged slightly lower than filtered.  These values were obtained under laboratory
conditions and may not necessarily be representative of results obtained from the
use of commercial dewatering equipment.

3. 1. 1. 2   Compressive and Load-Bearing Strength. The structural characteris-
tics of wet FGD sludge affect its use where land reclamation is desired.   Uncon-
fined compressive strength of untreated wastes are low, and generally no specific
values are reported because the material is usually too soft to measure.  How-
ever, dewatering can produce improved structural qualities.

          Load-bearing strength as a function of solids content of sludges
dewatered by settling and draining are shown  in Figure 9.   These results reinforce
previous observations of Mohave and Shawnee sludges,5 indicating that they may
be dewatered to critical and narrow ranges of solids content, above which the
load-bearing strengths increase rapidly to values  well above the minimum for  safe
access of personnel and equipment.  However, the critical concentration appears
to be unique for each type of sludge tested.  In addition to providing data and load-
bearing strengths of lime and limestone sludges (with and without fly ash),
Figure 9 illustrates the effect of the absorbent and fly ash on dewatering charac-
teristics.  As contrasted to lime,  limestone sludges are capable of being dewatered
to higher solids contents, while the presence  of fly ash enhances dewatering in both
types of sludges.  For any  specific solids content  of a given sludge, the load-
bearing strength is less with fly ash than without.
                              50
 55   ~ 60
SOLIDS CONTENT, %
65
70
              Figure 9.   Load-bearing strength of Shawnee untreated
                         wastes: laboratory data
                                      506

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          The load-bearing strength of untreated sludges in undrained ponds,  such
as A and D, has been too low to support personnel (air-drying produced adequate
strength in A, but it was lost upon rewetting).  In preparation for the filling of
Pond G, laboratory tests were conducted on ash-free lime sludge filter  cake,
remixed with fly ash in a quantity representing 40 weight percent of total solids;
samples were allowed to  settle or drain to obtain bearing-strength measurements
as a function of draining time.  The test results showed that undrained settling
alone would not produce bearing strengths above 40 psi after a settling time of
13 days.  Samples  -which were allowed to drain, however, showed significant
increases in bearing strength within a short period of time.  For example, sam-
ples in which half the fly ash  was  remixed in the sludge and the other half placed
in layers  showed bearing strengths  greater than 20 psi in 12 hours and greater
than 50 psi in 24 hours.  The layering configuration was selected for the filling of
Pond G, and it was demonstrated  during filling that personnel  could walk on the
surface between 2 and 10 hours after placing the sludge and fly ash in the pond.
Field evaluations of underdrained ponds of lime and limestone sludges have shown
that these materials are capable of supporting light construction equipment within
12 hours after a heavy rain.   High bearing strengths in excess of 50 psi were
reached (Table 4).  However, the need for layering sludge with fly ash may not be
necessary; e.g., Pond F,  which is not layered and has lower  bearing-strength
properties than Pond G,  is nevertheless capable of supporting personnel and light
construction equipment.

          Laboratory analyses have indicated that limestone sludges produced at
Shawnee typically have bearing strengths superior to that of Pond F.  Therefore,
further study will be conducted on bearing strength as  a function of absorbent
usage, scrubber operating parameters,  resultant crystalline  structure, and mois-
ture content after drainage.

3. 1. 1. 3  Permeability.   The pollution potential of sludge liquor seeping into
groundwaters is governed by the mobility of leaching waters;  this mobility is limited
by the coefficient of permeability of the various media through which this leachate
must pass.

          The permeation rate of leaching waters through the sludge defines an up-
per limit  to the  amount of leachate that enters the subsoil.  The amount o£ liquid and
the level of contamination of  this liquid are jointly responsible for the pollution
potential of any given waste disposal site.

          The permeability coefficient of untreated wastes containing fly ash are
approximately 2 X  10~^ cm/sec (Table 5).  The permeability  coefficient of
untreated sludges has been shown to be a function of the volume fraction of solids
in the waste.  These values are intermediate to typical values for silty  sand and
sandy clay, which  are 10"^ cm/sec and 5 X 10-6 cm/sec,  respectively.6

          Consolidation of untreated wastes under pressures  of  30 to  100 psi
reduced the void fraction and also reduced permeability coefficients by a factor of
from 2 to 5 (Table  6).  The higher solid volume fraction, resulting from compac-
tion or consolidation,  and the resultant decrease in permeability appear to be
functions  of the  size of the sludge particles and the size and distribution of the fly
ash particles.  Consolidation of untreated sludge at the base of a 40-foot deep dis-
posal site may decrease permeabilities to about 10-5 cm/sec as compared with
10"^ cm/sec at the surface.
                                      508

-------
      Table 4.   SLUDGE BEARING STRENGTH
Pond and
Absorbent
Pond B (Dravo),
Lime
Pond C (IUCS),
Limestone
Pond E (Chemfix),
Limestone
Pond F,c
Limestone
Pond G,c
Lime
Pond H,*",
Gypsum
Soil (Shawnee,
Clay)
Bearing Strength, psi
Distance Below Sludge Surface
1-2 in.
10-15
150-330
75-300
50-75
100-150
330
60-100
2-4 in.
150
240-300
90-300
60-75
100-150
330
120
4-6 in.
150-300
330
300-330
60-75
180-240
>330
240-300
 Data taken in August 1977 within 24 hr following a 3. 3-in.  rainfall.
 Pond B covered by 4 in. of water.
"Untreated,  underdrained.
 Tests for Pond H made on settled and drained clarifier underflow.
                           509

-------
   Table 5.  PERMEABILITY OF SHAWNEE SLUDGES
Sludgeb
Lime
Limestone
Void Fraction
0. 75
0.69
Permeability
Coefficient, cm/sec
1. 8 X 10~4
2.0 X 10"4
   Reference 3.

   All samples contain fly ash (40 wt%) (dry).
Table  6.  EFFECT OF COMPACTION ON PERMEABILITY
          OF UNTREATED SLUDGE
Sludge
Lime
Limestone
Void
Fraction
0. 75
0. 68
0. 60
0. 54
0. 69
0. 56
Permeability
Coefficient, cm/sec
1. 8 X 10"4
6. 0 X 10"5
1. 4 X 10"5
7. 3 X 10"6
2. 0 X 10"4
6. 0 X 10"5
                           510

-------
           Chemical treatment tends to reduce permeability by less than i\ factor
of two in some cases and by several orders of magnitude in others (Section 3. 2).

3. 1. 1. 4   Viscosity.  The viscosity of the  sludge is indicative of its pumpability,
which affects both the mode and cost of sludge transport.  The results of viscosity
tests for various sludges from the Shawnee test facility show that easily pumpable
mixtures (less than 20 poise)  range from a high solids content of 55 weight percent
to a low solids content of 40 weight percent (Figure 10).

           The wastes produced in FGD systems  contain finely divided particulate
matter suspended in an aqueous medium and consist of three major phases having
markedly different morphologies:  calcium sulfite hemihydrate,  calcium sulfate
dihydrate,  and fly ash.  It is both the  particle size distribution and phare mor-
phology that are believed to influence  the viscosity of  the sludges.

           Both calcium sulfate and sulfite  scrubber waste products tenu to ha^ ^
particle sizes in the same range  as fly ash, between 1 and 100 |a,m.   However,  ly
ash is formed as spheres, while  sulfite wastes are platelets  (limestone) or ro sttes
(lime), and sulfates are blocky in shape.  Unreacted CaCC>3 from the limestont  (or
precipitated from the lime process) is usually present in the waste and  contrit  ,tes
an additional shape parameter.  The data clearly suggest that fly ash decreases the
viscosity of a sludge,  e.g., the effect of limestone sludge containing 40, 20,  aid
<1 percent fly ash and lime with 40 and <1 percent fly ash (Figure  10).  It was also
observed that the presence of fly ash has a more marked effect in reducing the vis-
cosity of limestone sludges than in the lime sludge.
                         CURVE       SOURCE        DATE    FLY ASH,
                          1 TVA SHAWNEE LIMESTONE  7/11/73      409
                          2 TVA SHAWNEE LIMESTONE  6/15/74      401
                          3 TVA SHAWNEE LIMESTONE  2/1/73      20.1
                          4 TVA, SHAWNEE LIME      9/8/76      40.0
                          5 TVA SHAWNEE LIME      3/19/74      40.5
                          6 TVA SHAWNEE LIMESTONE  9/28/76       <1
                          7 TVA SHAWNEE LIME      9/8/76       <1
                         120

                         100
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                          0 J_' I. ' I ' ' J_-.l_i.1-J_1-_l LI L_l J_J_1 4_ 1 1_ I t I 1 I 1 I
                          70
60        50       40
 SOLIDS CONTENT, WEIGHT %
30
                  Figure 10.  Viscosity of Shawnee FGD sludges
                                      511

-------
3. 1. 2     Chemical Characteristics of Untreated Sludges

3. 1. 2. 1   Major Chemical Constituents.  The composition of the solids fraction
of sludges sampled was determined by chemical means aid is presented in
Table 2.

          In the sludge solids,  gypsum and calcium ?n!.(:ite  h^rni nydrate arc the
principal sulfur-containing products,  as well as a broad range o',. tly ash resulting
from  either separate or simultaneous fly ash collection.  1 he presence of lime-
stone in all samples is a consequence of both unre-urted limestone absorbent and
calcium carbonate formed by lime absorbing carbon dioxide from the atmosphere.

3. 1. 2. 2  Pond Input Liquor Composition.  The composition of the sludge input
liquor is shown in Table  7.7Leachate concentrations of the various constituents
are generally compared to these values.

3. 1. 2. 3  Leachate.  The analyses of leachate from Ponds  A/Al and D show that
the concentrations of total dissolved solids (TDS) increased steadily after filling,
and after a period of approximately 40 weeks (during which the leachate was
diluted with rainwater initially  present in the well area) reached peak levels very
close to those measured  in the  input liquor (Figures 11 and 12).  Thereafter, the
TDS and chloride levels dropped steadily in both ponds.  The concentrations of
six minor constituents of interest, arsenic, boron, lead, magnesium,  mercury,
and selenium,  are shown in  Table 8; these were relatively  constant ever most  of
the period monitored.  For comparative purposes the concentrations of minor
species  in chemically treated sludge leachat? are  also shown.

3. 1. 2. 4  Supernate.  The TDS and the concentrations of major constituents in
the supernates of these ponds decreased with time from initial values correspond-
ing to the values measured in the input liquor.  After  the initial decrease,  fluc-
tuations were observed in which concentrations increased during dry weather as  a
result of net water loss by evaporation and decreased again when increased rain-
fall caused additional dilution.

3. 1. 2. 5   Ground water.  The analysis of groundwater shows no indication  01
increases in concentration levels attributable to the ponds.

3. 2       TREATED SLUDGE

           Laboratory tests were performed on core samples removed from ponds
containing treated sludge to determine the  physical and leaching characteristics
of these materials.   Results of measurements taken through July 1977 are given
in the paragraphs that follow.

3. 2. 1     Physical Characteristics

           The results show no  apparent time-dependent trends  in the permeability
of these sludges. Typical permeability coefficients ranged from 7 X 10"-' cm/sec
for Pond B,  to  2 X 10~5 cm/sec for Pond E,  and 5 X 10"^ cm/sec for Pond C,
with selected crack-free samples exhibiting coefficients of 3 to 5 X 10"' crn/sec
(Table  9).

           Typical moisture content for the cores from the  three ponds were 54
percent for B,  39 percent for C, and  49 percent for E.  Average void fractions
                                     512

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                                                         POND A
                                                             -POND A DISCONTINUED ON 4/15/76;
                                                               15 CU YD OF SLUDGE TRANSFERRED
                                                               TO FORM POND A1 ON 5/10/76


                                                                  INPUT LIQUOR             o JDS
                                                                  TDS laveragel=8285 mg/£     ° Cl

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                  0
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                                    30
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    10/7/74 12/9/74  2/17/75 4/28/75  7/7/75  9/15/75 11/24/75  2/2/76 4/12/76  6/21/76 5/30/76 11/8/76  1/17/77 3/25/77 6/6/77 9/15/77
                                                CALENDAR DATE
                    Figure  11.   Concentration of TDS  and major species
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                                                                                           T
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   10/20/74
                                                           o TDS
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                                                                          1st FILLING COMPLETED 10/20/74,
                                                                            SERVED AS SOURCE MATERIAL
                                                                            FOR POND E
                                                                          2nd FILLING COMPLETED 2/5/75
10
        20
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                        40
                               50
                                                 70      80       90
                                            WEEKS AFTER POND FILLING
12/30/74    3/10/75  5/19/75   7/28/75   1Q/6/75   12/15/75    2/23/76    5/3/76   7/12/76    9/20/76   11/29/76   2/7/77   4/18/77   6/27/77    9/5/77
                                                CALENDAR DATE
                       Figure 12.    Concentration of TDS and major  species
                                          in Pond  D
                                                           514

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were 0.75, 0.66,  and 0.70  for Ponds B,  C, and E, respectively.  The advantages
of reduced permeability and proper site management to reduce or eliminate
seepage are discussed in Section 4. 1.

          Bulk densities in the as-received wet condition were approximately
twice the corresponding dry densities for Ponds B and E, e. g. , 1.4 versus 0. 7
g/cm^.  For Pond C, with slightly higher bulk densities, the average value for the
as-received condition was approximately one and one half times as great as that
of the dry material,  e. g. , 1.5 versus 0. 9 g/cm^.

          The compressive  strengths of free-standing as-received samples of
these same materials ranged from 40 to 462 psi for Pond C,  28 to 84 psi and
24 to 118 psi for Ponds B  and E, respectively (Table 9).  In situ bearing-strength
tests showed high values for all chemically treated ponds (Table 4).

3. 2. 2     Leaching Characteristics

3, 2. 2. 1  Laboratory Results.   Leaching tests were conducted in the laboratory
on cores taken from ponds containing chemically treated sludges,  on  samples that
were sufficiently intact.  Deionized water was passed through the  core segments
under applied pressure of 5 psi, and incremental volumes of leachate were collected
and analyzed for major liquor constituents and for TDS.

          Leaching data have been plotted in Figure 13 for  a Pond B core.
Leaching was continued  until more than 8 pore volumes had been eluted.  The
chloride concentration in the final leachate  sample was less than 1/10 of that in  the
input liquor; the  calcium and sulfate concentrations  were only moderately lower.
Solubility calculations demonstrate  that both leachate samples were effectively
saturated with gypsum,  CaSO.'2H?O.

          For the  Pond  C core of May 1975 (Figure 14),  leaching was continued
until 27 pore volumes had been eluted.  The TDS and chloride concentrations in  the
final eluted volume had decreased about  15-fold from the initial values, which were
approximately half the concentrations in the pond input liquor prior to treatment.
The decreases in concentrations of sulfate and calcium were only 3- to 5-fold.

          The leaching tests of Pond E  cores  were carried out until 9 to 10 pore
volumes had been eluted.  The final samples eluted showed concentrations  that
were approximately 10-fold lower than the initial concentrations,  which were
approximately half those of the pond input liquor,  except for calcium (Figure  15).
Calcium concentrations  were very low in leachates from the Pond E chemically
treated sludge, presumably because of ion exchange with sodium, which  is pre-
dominant in this  treatment process.

3. 2. 2. 2  Field Results.  The analyses of leachate well samples from the ponds
containing treated  sludge  show data trends similar to the untreated ponds
(Section 3. 1. 2. 3);  however,  the concentrations of the major constituents and TDS
consistently  remain at levels approximately one half that of those found in the
input liquor (Table 7).  The  results of these analyses are presented in Figures 16
through 18 for Ponds B, C,  and E,  respectively.

          Six selected minor constituents of interest, i. e. , arsenic,  boron, lead,
magnesium,  mercury, and selenium, remained at  relatively constant levels
throughout the monitoring period, with the exception of the  boron level in Pond C,
which increased steadily to a level  approaching that of the input liquor.  The reason
for this increase has not been determined.


                                     517

-------
            10'
         5  103
         oc
            10
               CORED 6-12-75
 INPUT LIQUOR
CONCENTRATION,
    mg/0
                            I
   I
I
              0246       8      10
                   AVERAGE PORE VOLUME DISPLACEMENT
Figure 13.  Concentration of TDS and major  species in
             Pond B  sludge core leachate
                 5      10      15      20      25
                   AVERAGE PORE VOLUME DISPLACEMENT
Figure 14.  Concentration of TDS and major  species in
             Pond C core leachate
                          518

-------
                10
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                                                   mm LIQUOR
                                                  CONCENTRATION,
                                         o TDS
                                         o Cl
                                         A S04
                                         O Ca
                                              I
6190
2700
1400
1800
                                                       I
                                                             I
                            2        4        6        8        10
                               AVERAGE PORE VOLUME DISPLACEMENT
                                                                     12
       Figure 15.   Concentration of  TDS and major  species in
                        Pond E sludge  core  leachate
  6000
g4000
 '3000
 12000
  1000
    0
            INPUT LIQUOR TDS (averagel
            BEFORE TREATMENT = 5685 mg//
                                                 oTDS
                                                 nCI
                                                 A SO,
                                                 OCa
                                              5/12/76
                          LEACHATE WELL 81
                                                 LEACHATE WELL B2,
                                                 REPLACED WELL 81
                                                                               110
                                                                                     120
                                   50      60      70
                                  WEEKS AFTER POND FILLING
4/14/75  6/23/75   9/1/75   11/08/75   1/19/76   3/29/76   6/7/76   8/16/76  10/25/76  1/3/77   3/14/77   5/23/77   8/1/77
                                      CALENDAR DATE
                      Figure  16.   Pond B  leachate  TDS
                                       519

-------
6000
4000
1000
   I
             INPUT LIQUOR TOS (average)
             BEFORE TREATMENT = 9530 mq/jt
   0       10       20

 2/10/75   4/21/75   6/30/75
                            30
                                     40
                                                                                90
                                                                                        100
                                                                                                 110
                                                                                                         120
                                                                                                                  130
                           50       60       70       80
                              WEEKS AFTER POND FILLING
        9/8/75   11/17/75   1/26/76   4/15/76    6/14/76    8/23/76   11/1/76    1/10/77    3/21/77   5/30/77    8/8/77
                                  CALENDAR DATE
                              Figure 1 7.   Pond  C leachate TDS
                                                      i	r
                                                        O  TDS
                                                        O  Cl
                                                        A  S04
                                                        O Ca
                                                        0  Na
INPUT LIQUOR TDS [average)
BEFORE TREATMENT = 6245 mg//
             10
                     20
                             30
                                      40
                                                                                        100
                                                                                                110
                                                                                                         120
                                                                                                                 130
                                              50      60       70
                                                 WEEKS AFTER POND FILLING
  2/10/75    4/21/75   6/30/75    9/8/75   11/17/75   1/26/76    4/5/76    6/14/76    8/23/76   11/1/76    1/10/77   3/21/77    5/30/77   8/11/77
                                                     CALENDAR DATE
                              Figure  18.    Pond  E  leachate  TDS
                                                     520

-------
3. 3       GYPSUM FROM FORCED OXIDATION OF  LIMESTONE SCRUBBER
          SLUDGE

          R. Borgwardt of EPA,  RTP,  has been conducting pilot-plant-scale
experiments,  evaluating the forced oxidation of sulfite sludges from the limestone
and lime scrubbing of SOo from flue gas.^   The experiments were designed to
determine limestone  utilization, oxidation  efficiency, settling rates, and bulk den-
sities of the gypsum, and they provided data for use in operating a scrubber sys-
tem at Shawnee.  Gas-burner combustion products were used to simulate flue gas,
and SO 2 and HC1 were introduced into the gas stream of the pilot plant system,
which consisted of  a first-stage spray tower and a second-stage TCA loop.  Fly
ash and limestone were introduced in the second-stage loop.  The first-stage loop
contained a provision for air sparging to oxidize the calcium sulfite.  A portion of
the oxidized slurry was bled off to a vacuum drum filter.
          To a'l^tnent the numerous chemical analyses and physical property
measurements being made at RTP and reported by Borgwardt, Aerospace conduc-
ted additional characterization tests on the gypsum filter cake and slurries from
the first-stage  loop.  Samples were analyzed from tests that used limestone
scrubbing, one with and the other without added fly ash.  Wet chemical analyses
were made for major constituents  of the  solid and liquid phases and leachates
(Tables 10 and 1H.   Physical properties such as bulk densities,  compressive
strengths, and permeabilities were also  measured (Table 12).

          Field data are not  reported because gypsum from the Shawnee evaluation
tests was placed in Pond H in September 1977, and results were unavailable  during
the preparation of this paper.

3. 3. 1     Chemical and Leaching Characteristics

          The  chemical analysis of the solids is presented in Table  10.  It was
shown that (t) both, the first- stage  slurry and the filtered solids were primarily
gypsum with smal] amounts of CaSO3'l/2H2O and (2) the filtered solids contained
more CaSOo-l/Zi-J^O than, the first-stage slurry.  Although the filter cake con-
tained primarily gypsum, approximately 5-percent calcium sulfite was observed
in each of the two samples analyzed.  The presence of sulfite in the filter cake was
not the result of incomplete oxidation in the first-stage loop nor  indicative of the
basic characteristics of the process, but was determined to be the result of  an
unscheduled  modification of the plumbing whereby a portion of the second-stage
slurry was used to bypass the first-stage loop as a means to control the  solids
content in the second stage.   In addition, the quantitative results of the -wet
chemical analyses verified conclusively that complete oxidation  of calcium sulfite
to gypsum was achieved in the first- stage loop.

3. 3. 1. i   Leaching Test Results.  The Aerospace leaching test  results of the
major species  from the  RTP limestone-scrubbed FGD gypsum from sludge sam-
ples with fly ash arid without  fly ash are  outlined in Table  11.

          In assessing the overall material balance at pore volume displace-
ments (PVDs) of less than 1.0,  i.e., TDS versus calcium, sulfate,  chlorine, and
magnesium,  better agreement was obtained with those samples without fly ash
than those that had fly ash in the scrubber slurry.  This indicates that the major
species were primarily  calcium,  sulfate, chlorine,  and magnesium for the no-
fly-ash case, whereas some  significant additional constituents were probably
leached when fly ash was present.   It is  also apparent that, after many PVDs
                                     521

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(>10), the concentrations of the major species were virtually the same whether or
not fly ash was initially present.

          On the basis of the drying conditions used in the TDS determination, it
was found that the CaCl2*2H2O in the solids was not dehydrated when the sample
was brought  to constant weight.  A correction to reduce the TDS by the amount of
F^O in the hydrated CaC^ was applied and is shown in Table 11.

          The results for the RTP gypsum filter cake and solids from the first-
stage gypsum slurry show that after 2 to 3 PVDs of water have passed through the
samples, gypsum, which is the principal constituent in both materials, is being
dissolved to  produce a leachate that  is saturated with calcium and sulfate ions.
Also, comparing results from Table 11 (gypsum) and Table 7 (high sulfite),  it is
seen that the major constituents in leachates from  these different types of
material are similar.

3. 3. 2     Physical Characteristics

          Measurements were made of permeability coefficients,  void fraction,
water retention,  density, unconfined compressive strength, and load-bearing
strength of filtered first-stage gypsum slurry and RTP gypsum filter cake con-
taining about 5-percent  calcium sulfite, both with and without fly ash.  A sum-
mary of the  physical properties  is provided in Table 12.  Significant results are
as follows:   Permeability coefficients for the gypsum and  gypsum with calcium
sulfite were  approximately 10""* cm/sec.  The presence of fly ash made no
appreciable  difference.

          The void fractions of these solids were approximately 0. 5, and densi-
ties ranged from 1. 3 to 1.5 g/cm-%   Fly ash appears to decrease porosity by
approximately 10 percent and to increase density by about 10 percent.

          A  comparison of the results of unconfined compressive strength mea-
surement for the two sets of samples (with and without fly ash) shows that the
corresponding solids in both sets have comparable strength.  Furthermore,  for
both sets of  samples, the first-stage solids (gypsum) showed substantially higher
unconfined compressive strength than the RTP gypsum filter cake,  which con-
tained about  5-percent sulfite.

          It  should be noted that the unconfined  compressive strength of the  RTP
gypsum filter cake which contained about 5-percent calcium sulfite was approxi-
mately equal to that of a sludge that  is predominantly calcium sulfite."   The
presence of  fly ash did not seem to affect the unconfined compressive strength of
the materials; however, it had a negative effect  on bearing strength,  as noted
below.

          Load-bearing strength measurements, using a modified California
bearing ratio test, were made on the filter cake  samples (gypsum with about
5-percent calcium sulfite), with and without fly ash. Values of 20 psi were
observed for both samples when the  moisture content was 71. 5 and 65 percent,
respectively (Figure 9).  Dewatering of the fly-ash-free sample was continued,
and approximately 185 psi was observed at 68-percent solids.  Although data were
not obtained  at higher solids content for the sample containing fly ash, the simi-
larity of the  curves indicates that the onset of high strength for the fly ash
material is in the range of 72- to 73-percent solids.
                                    525

-------
                   SECTION 4.  PRELIMINARY ASSESSMENT
4. 1       ENVIRONMENTAL BENEFITS OF CHEMICAL TREATMENT

          Chemical treatment has been found to have major benefits which
effectively minimize (and possibly, in some cases, virtually eliminate) the
release of leached sludge constituents to the  subsoil through (1) the decreased per-
meability of the treated material,  and (2) the  amenability of the treated material
to compaction and contouring during placement so that standing water does not
occur on the disposal site.  The prevention of standing water avoids having a
hydraulic head on the site and,  therefore,  seepage through the pores does not
occur as a result of hydraulic pressure. This is accomplished by managing the
site so that a major portion of the rainfall  on  such a site runs off and is collected
in a peripheral ditch which directs the water to a settling pond, from which
decanted liquor  is disposed of in an adjacent  stream, if  acceptable,  or returned to
the power plant  water reuse system (see Reference 2 for a discussion of site
management).

          Various examples illustrating the effects of sludge treatment, the effects
of different subsoils, and management of the site for different rainfall recharge
rates are presented.  The relative amounts of sludge constituents (TDS) released
at the sludge base, for different modes of disposal were calculated (Table 13 and
Figure 19).  This analysis  is based on correlations of laboratory results and
Shawnee field condition data reported in this  paper and,  also, in Reference 3.  All
the cases are indexed to an untreated slurry pond, namely,  Case 1, in which the
soil permeability coefficient is 10"-' cm/sec.

          In assessing the  effectiveness of chemical treatment,  tests to determine
permeability of  chemically treated sludges were performed on cores extracted
from the Shawnee field evaluation site. Constant head permeability tests were run
on (1) pulverized samples,  and (2) samples with and without visible cracks.     _
Uncracked samples of one material had coefficients of permeability of about  10
cm/sec; and the pulverized and the cracked samples had coefficients of approxi-
mately 10~5 cm/sec.  Therefore, the effective coefficient of the treated material
could be expected to be between 10"^ and 10"? cm/sec.  Assuming a conservative
case (using a coefficient of 10"^), an order of magnitude improvement in imper-
meability is realized compared to untreated sludges, -which typically have a coef-
ficient of about  10"4.

          The systematic  reduction of standing water is illustrated in Cases 3
through 5, wherein the recharge  rate is reduced compared to a ponded slurry.  If
only unevaporated rainfall is  allowed to recharge,  the mass release into the  sub-
soil is reduced by a factor  of about 5 (Case 3  versus  1,  and Case 4 versus 2).

          The significance of eliminating standing water by runoff is also shown.
If it is assumed that 10 percent of the net rainfall is recharged,  then a one order
of magnitude reduction is achieved relative to a dewatered and ponded treated
waste (Case 5 versus 4), and two to three orders  of improvement depending on soil
permeability when comparing the mass seepage from a  chemically treated site to
that of a ponded untreated site (Case 5 versus 1).   In addition, compacting the
treated materials during the  site filling may reduce crack formation so that an
effective coefficient of permeability better than 10"-'  cm/sec may be realized.
                                      526

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Table  13.  CASE STUDIES FOR COMPARISON OF MASS RELEASE OF
           SLUDGE CONSTITUENTS FOR VARIOUS DISPOSAL
           ALTERNATIVES
Case
1

2

3

4

5

Disposal
Methoda
Ponded
slurry
Ponded
slurry
Ponded
cake
Dewatered
and ponded
Landfill

Surface
Water
Constant
supernate
Constant
supernate
10-in/yr ,
recharge
10-in/yr,
recharge
1-in/yr &
recharge
Sludge
Condition
Untreated

Chemically
treated
Untreated

Chemically
treated
Chemically
treated
Sludge
Permeability,
cm/ sec
io-4

io-5

ID'4

io-5

10"5

   Fill period = 5 yr; depth = 30 ft.

   Porosity (void volumetric fraction) = 0. 67.

  "Constant supernate assumes 1-ft depth of surface water.

   10-in/yr recharge is unevaporated rainfall.
  ^
  ' 1-in/yr effective recharge resulting from seepage during runoff of rainfall.
             10 -
             01 -
             001
F SOIL
I PERMEABILITY
COEFFICIENT
10 s cm/sec
1
.
2
m
I
i
•
I
\
— ;
ft
- |
' j
}

t
i







3
R
i 4
1 H
1 ?
CASES
1 PONDED SLURRY,
UNTREATED

2 PONDED SLURRY,
TREATED
3 PONDED CAKE,
UNTREATED
4 DEWATERED AND
PONDED, TREATED

5 LANDFILL, TREATED
1.0








01

5
1 «
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i s 5
1 r J ni nm
rl
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. s
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-
- ^
-
-




— J


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1 SOIL
PERMEABILITY
COEFFICIENT
10~4 cm/sec


2
r*
-

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;
*
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5
FBI
   Figure 19.   Comparison of mass release of sludge  constituents
                for various disposal alternatives
                                 527

-------
          In this analysis,  the type of subsoil is  significant for untreated sludge
when the soil permeability  coefficient is  greater  than lO"-" cm/sec.  The mass
release from the sludge is  then directly proportional to the soil permeability
coefficient (see Cases 1 and 3 for 10"^ and 10"^  cm/sec).  For the treated cases
(2,  4,  and 5), the sludge controls seepage, and the soil does not affect the mass
release from the sludge.

          Case 2, Figure 19, considers  chemically treated sludges disposed of in
such a manner that a hydraulic  head exists on the site at all times.  The mass
release for such a case is approximately 1/2 to 1/20 of that from an untreated
slurry pond depending on subsoil permeability.  Sites of this type may seep to an
adjacent stream, which may reduce the concenti'aticn of constituents by mixing.
Historical data regarding both the stream characteristics  arid  water  quality, as
well as monitoring of streams,  ma/ b>o i.ec<:,,:•;?,<-;, 'Ov';^r.' sites of this type can be
considered environmentally acceptably.

4. 2       ALTERNATIVE DISPOSAL METHOD FOR UNTREATED WASTES

          The  data obtained to date on the concentration of dissolved solids in the
leachates of untreated sludge show that peak levels are reached which are virtually
the same as  those of the input sludge liquor.   These concentration levels have been
found to exceed drinking water  criteria;^ therefore, some form of control is
needed.  In addition to  the use of impermeable liners or soils,  one method being
investigated as part of  this  project is the use of an underdrain system whereby the
underdrained water  is returned to the scrubber loop for reuse. An underdrain,
vented to the atmosphere, minimizes seepage by eliminating the hydraulic head of
the leachate.   The gravity head of any accumulated surface water is  adequate to
provide for rapid removal of rainfall recharge.   This technique has the potential
for increasing  the bearing strength  of the sludge  to levels  useful in a landfill.
This disposal operation has been investigated  in  laboratory tests and is currently
being evaluated in the field  for lime and limestone sludges and gypsum in
Ponds G, F, and H, respectively.   As of this  writing, each has supported con-
struction equipment, i.e. ,  tractors and front--end loaders.

4. 2. 1     Water Balance

          A water balance  analysis has shown that this mode of closed-loop opera-
tion (with underdrainage water  return) is possible, including the maintenance of
tolerable chloride ion levels and minvrmru impact cf fro3h water makeup.'

          In one such calculation,  a 50-arre site stfved as a modular size  for an
operating disposal area, in order to capture a quantity of rainwater that would re-
sult in an acceptable underdrain to fresh water rnr>kenp ratio,  (A total area of
approximately  600 acres was used  for  a  30-foot  depth  of sludge,  over a
a 30-year plant lifetime for a 100Q-MW plant, wilt a SO-percent average  operating
load factor.) The specific  scrubber system c'-ios-.n  /or Jie calculation was based
on the TVA Shawnee venturi spray tower, using imie and. extrapolated, to a 1000-
MW equivalent plant.  A coal with 0. 07-percent chlorine  and an annual rainfall of
48 inches (with no evaporation)  were assumed.  The base case was defined as a
typical closed-loop water system requiring a total of approximately  1400-gal/min
fresh makeup water to  replace the 900 gal/min evaporative loss via the stack and
the 500 gal/min exiting the  scrubber loop as occluded water in the sludge contain-
ing 45-percent solids.   In the base case  (nondrained), it was assumed that
unevaporated rainwater supernate,  was returned from the pond to the scrubber
loop as makeup water.
                                     528

-------
          In the study case, water that was returned from the underdrained pond
to the plant reached a steady-state chloride ion concentration of approximately
5 percent greater than the base case.  This represents about 5 percent of the
total 1400-gal/min makeup water.

4. 2. 2     Underdrainage Seepage Rates

          Characteristic drain times and seepage rates have been estimated for
various sludge layer thicknesses, up to a 30-foot depth for a full-scale 50-acre
pond which is filled over a five-year period.  The analysis assumed quasi-steady
flow through a saturated medium at rates governed by Darcy's Law.  The per-
meability coefficients of the sludge and soil were 1. 5 X 10-4 and 2. 0 X 10"' cm/
sec, respectively.  Rainfall rates consistent with those at Paducah, Kentucky,
and the water balance analysis of the previous  section were assumed.  If an
underdrain system including a one-foot thick sand layer at the sludge  base is pro-
vided and vented to atmospheric pressure, no water accumulation on the surface
of the pond is expected for the rainfall rate indicated at the site.

          Seepage into the subsoil has been estimated assuming various hydro-
static heads at the por.d  subsoil interface and no interference with the natural
water table.   For  the typical permeability  coefficients used in the analysis,
propagation of the leachate into the subsoil resulting from a  gravity head should
be approximately  1. 5 feet during the five-year fill period, after which it would be
covered with soil  and contoured to preclude rainwater accumulation.

          With no underdrain, a constant hydrostatic head at the pond-subsoil
interface  increases the front seepage rate  significantly (Case 1, Figure 19).

4. 2. 3     Correlation of Laboratory and Field Seepage Data

          The TDS concentrations in the leachate samples obtained from the
chemically treated por.ds approximately two years after they were filled are  45,
37, and 45 percent of the input liquor TDS  for Ponds B,  C,  and E, respectively
(Figures  16 through 18).  On the basis of laboratory leaching data for cores taken
from these ponds,  the field TDS concentrations would represent values expected
after 3, 0. 5,  and.  2 PVDs, respectively,  if the seepage at the site corresponded
to test conditions  in the  laboratory.

          Because field conditions do not duplicate laboratory cases (which is one
of the major reasons for conducting  a field evaluation), trends, but not exact
correlations, can be derived from these  comparisons.  For  example,  laboratory
conditions are closely controlled  on  a particular  sample which may or may not be
typical  of the material in the vicinity of the leachate well, and the flow path
through the test sample  is constant.  In the field, the sites which were developed
over a period of a few days to a few  weeks, depending on the process  used, were
affected during the filling by variations in sludge characteristics,  chemical
treatments,  small scale mixing and  fill procedures, and variations in the weather.
Additionally,  after filling, coring holes,  were  cut into the material, and, in
Ponds B and C, a large  pit was dug by the  coring crew in each pond in the vicinity
of the leachate wells.  These holes were filled but not necessarily to the same
degree  of impermeability as the poured material.

          Chemically treated material can develop shrinkage cracks in mono-
lithic slabs exposed to the air during the filling process.   Therefore,  water
entering the  leachate wells in the  field site could come from seepage (1) through
                                     529

-------
the pores, (2) through cracks, (3) through coring holes, (4) through the two coring
pits,  or  (5) along the sludge-pond sidewall interface.  More importantly, however,
an evaluation of the field leachate samples determines the quality of seepage  at
the lower face  of the  sludge,  regardless of what path(s) the water takes.

          An example of some comparisons that can be made using field and  labo-
ratory data is given in Table  14.  The equivalent amount of seepage, in inches,
through the material  that has occurred in two years is indicated by Item 8 in
Table 14 as 81, 10. 5, and 52 inches (equivalent) for Ponds B,  C,  and E, respec-
tively, and as  189 and 175 inches for the untreated materials.   Since Pond B
developed a seepage breakthrough in the pit dug adjacent to the leachate well  and
because  the coefficient of permeability is approximately equal for both Ponds B
and E, the equivalent seepage might be  assumed the same for  B as for E, i. e. ,
52 inches.  Pond C is a  more impermeable material than the other two; therefore
the passage of one-fifth  as much water through it as the others indicates that the
sites are reacting about as expected. Another  factor entering this assessment is
that the  subsoil is highly impermeable and generally limits the allowable seepage
through the sludge  (Item 11, Table  14).   Therefore, because the soil limits the
seepage  and, in all cases but one for Pond C, the  seepage appears to be greater
than that allowed by the  soil,  it is assumed that the withdrawal of water from the
leachate well is influencing a local  area or areas of the ponds.  To quantify actual
seepage  and to identify all routes and flow rates through the  sludge would require
multiple wells  and  sensing devices  not amenable to the scope of this study.

          It is quite  possible that additional sophistication would provide a better
understanding  of these materials, but would not alter the conclusion that leachate
from all ponds should be prevented  (unless receiving waters are capable of dilut-
ing the seepage to acceptable levels) and that chemically treated disposal sites can
be managed to greatly minimize or  eliminate seepage to the  subsoil.


                   SECTION 5.  DISPOSAL COST ESTIMATES


           Cost estimates for ponding, chemical treatment, and landfilling  have
been made and reported by Aerospace on several occasions.  During recent
studies associated with the EPA Shawnee field  disposal evaluation project,
Aerospace cost estimates were made of chemical treatment disposal and were
reported in the initial report on that study.^  The  Aerospace  cost estimates for
lined-pond disposal and chemical treatment disposal were presented in the initial
report on the sludge  disposal study5 and at the  EPA 1974 and  1976 Flue Gas
Desulfurization Symposiums.^» P   These estimates were  updated to July 1977
costs in a more recent report.    A summary  of the basis for the current cost
estimates is presented in Table 15.

5. 1        ECONOMICS  OF DISPOSAL PROCESSES

           The four FGD waste  disposal methods selected  for economic evaluation
were as  follows:

           a.    Ponding of untreated wastes using a flexible elastomeric
                liner.

           b.    Ponding of untreated sludges using indigenous clay pond.
                                    530

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       Table 14.   ASSESSMENT OF LEACHATE FROM PONDS:
                  LABORATORY AND FIELD DATA
Item
1. Input TDS
Concentration, rng/t
2. July 1976, TDS
Concentration, rng/j?
3. Void Fraction
4. Sludge Coefficient of
Permeability, cm/ sec
(typical)
5. Pore Volume Displace-
ment (PVD)
6. Sludge Depth, in.
7. One PVD, effective in.
8. Calculated Displacement
to Date, effective in.
9. Net Precipitation, in.:
Rainfall less Evapora-
tion (12 in/yr X 2 yr)
10. Calculated Seepage Based
on Sludge Permeability,
in.
11. Seepage Limited by Soil
Permeability in a 2-yr
Period, in. :
k = 2 X 10" 7 (avg)
k = 6 X 10"7 (avg)
Untreated Sludge
A
Lime
8285

4300

0.75a
2 X 10"4


~7a

36
27
189

24


4960





5
15
D
Limestone
5375

2800

0.69a
2 X 10"4


*>7a

36
25
175

24


4960





5
15
Chemically Treated Sludge
B
Dravo
Process
5685

2500

0.75
7 X 10"5


3

36
27
81

24


1557





5
15
C
IUCS
Process
9530

3500

0.57
5 X 10"5
to
3 X 10
0.5

36
21
10.5

24


1240
to
7.4



5
15
E
Chemfix
Process
6245

2800

0.72
2 X 10"5


2

36
26
52

24


496





5
15
Reference 3.
                               531

-------
           c.

           d.
      Chemical treatment and landfill disposal.

      Forced oxidation of sulfite sludge to gypsum and landfill
      disposal.
5. 1. 1
Ponding of Untreated Wastes
           There is a number of ponding alternatives  currently being used that
employ flexible elastomeric liners and sites lined with indigenous clay
(impervious) soil.

           Since previous work  has shown that the optimum pond depth for this
type of disposal is 30 feet,  which is the depth at which pond construction and land
costs are optimum with respect to the cost of liner material, the results are
reported on the basis of a 30-foot  depth of sludge.

           Commercial materials considered typical of installed liners,  i.e.,  PVC
(20-mil thickness) and Hypalon (30-mil thickness) were used in this study.  The
least expensive of these two materials, i. e. , PVC-20, was selected for this
analysis which is summarized in Table 16.   The indigenous soil is  assumed to be
impervious, with a permeability coefficient of 10-& cm/sec or  better.
          Table  15.  REFERENCE  CONDITIONS FOR COST ESTIMATES
             Dollar Base:

             Plant and Disposal Site
                Lifetime:

             Annual Average
                Operating Hours:

             Average Annual
                Capital Charges,
                30-yr Average:

             Cost of Land Used
                for Disposal:
              Land Depreciation:

              Disposal Site:

              Coal Burned:


              Plant Characteristics:
              SC>  Removal:
              Sludge Generated:
                               July 1977


                               30 yr


                               4380 hr/yr (30-yr avg)

                               1 8% of total capital
                                 investment

                               $5000/acre,  320 acres, all
                                 land assumed purchased
                                 initially; sludge depth,  30 ft
                               Total depreciation in 30 yr,
                                 straight line basis

                               Within one mile of the plant

                               3. 5% sulfur, 12,000 Btu/lb,
                                 14% ash

                               500 MWe, 9000 Btu/kWh
                                 (0. 75-lb coal/kWh)

                               Limestone absorbent, 90%
                                 removal, 80% limestone
                                 utilization

                               2. 5 X 10  short tons/yr (dry)
                                 (disposed waste assumed to
                                 contain 50% solids)
                                      532

-------
                  Table 16.  DISPOSAL COST COMPARISONS
                                                            a,b
Cost Basis,
Mid-1977 $
Mills /kWh
$/ton
sludge,
dry basis
$/ton
coal
Ponding
Liner
Added
1.05
8.43
2. 57
Indigenous
Clay
0. 70
5. 62
1. 70
Landfill
Chemical
Treatment
1. 53
12. 27
3. 70
Gypsum
1.40d
11.65d
3.55d
5. 1. 2
          30-year averages; 500-MW plant; 3. 5% sulfur coal; 90% SO removal.
         i                                                     *-
          See Table 15 for all referenced conditions.

          100% limestone utilization.

          Cost of forced oxidation and disposal of gypsum sludge (including
         fly ash) in an indigenous clay-lined pond.
Chemical Treatment and Disposal
          The cost of chemical treatment and disposal of FGD sludge in a landfill
was estimated in March 1976.*  At that time, estimates  of total disposal costs
were made for three chemical treatment processes,  i.e. ,  Dravo, IU Conversion
Systems, and Chemfix, for a 1000-MW plant based on 1975 dollars.  With this
work as a basis, cost estimates have been updated for the  current conditions
referenced in Table 15 and summarized in Table 16.
5. 1. 3
Economics of Conversion to Gypsum
          The cost of producing gypsum as a by-product from lime or limestone
500-MWe scrubbing processes has been reported for mid-1977 by Aerospace.'***
The estimate included the costs  required to incorporate the forced oxidation
processing to a basic lime or limestone scrubber system.  The fly ash was
assumed to be separated in electrostatic precipitators.   However, the cost of
these was not charged to the  cost of producing the gypsum which could be recom-
bined later.  Alternatively, the fly ash could be scrubbed in a two-stage venturi-
absorber, forced oxidation system.  On the basis of the power plant and scrubbing
conditions shown in Table 15, 1. 37 x 10^ tons of ash-free gypsum (dry basis)
would be produced annually.

          The capital equipment costs to produce gypsum in a new 500-MWe
installation, scrubbing flue gas from 3. 5-percent sulfur  coal, and removing
90 percent SO2,  is $6. 64 X 10& or $13. 28/kW.   The total annual operating cost
including charges on capital for  this  plant producing gypsum with 100-percent
absorbent utilization is  $1. 52 X 10°.   The estimates which include the cost of
                                    533

-------
oxidizing the waste to gypsum, and the disposal of the gypsum combined with
115,000  short tons of ash are summarized in Table 16.

5.2       COST COMPARISON

          A comparison of costs for the various forms of disposal is given in
Table 16.  In addition to presenting the costs in mills/kWh, which are used for
ease of comparison,  costs are also presented in terms of cost per ton dry sludge
and cost per ton coal.  The disposal cost for gypsum includes the additional cost
of forced oxidation of the sulfite  slurry.


                            SECTION 6.  SUMMARY


          The field evaluation project has not been completed and therefore has
not yet produced final conclusions; however, the following interim findings  are
significant:

          a.    The  maximum concentration of TDS in the leachate of
                ponds containing treated sludge occurred immediately after
                filling, or within a few months, and was approximately half
                that  of the input  liquors.  Leachate of ponds containing
                untreated sludge followed a similar pattern, except the
                maximum concentration levels were approximately the same
                as the TDS of the input liquor.

                After approximately two years, the concentrations  of TDS
                in the leachates  of all ponds are between one third and one
                half  the TDS concentrations of their respective  input
                liquors.
          b.    Generally, the leachates from the evaluation ponds exhibit
                decreasing concentrations of chloride ion,  and the TDS
                have stabilized at approximately gypsum saturation con-
                centrations.
           c.    The  groundwaters being monitored for all ponds show no
                effects attributable to  either treated or untreated sludge
                disposal.

           d.    Chemical treatments evaluated in this project do not tend
                to reduce concentrations of trace elements in the sludge
                leachate; however,  chemical treatment has been shown to
                minimize the release of leached  sludge constituents to the
                subsoil through decreased permeability of the treated
                material and the  elimination of standing water because of
                the amenability of the  material to compaction and contour-
                ing during placement.  Thus, at  least a two order of
                magnitude reduction of mass release to the subsoil can be
                gained with chemically treated sludge as compared to
                untreated sludge.  If landfill sites are properly managed,
                leachate seepage into the subsoil can be virtually eliminated.
                Laboratory results for unconfined compressive strengths
                of chemically treated sludges from this project have ranged
                ranged from 10 to 50 psi.   Load-bearing strengths


                                     534

-------
              of chemically treated landfill materials determined in the
              field range from 150 to 300 psi.

         e.    The results of laboratory and field tests show that the load-
              bearing strength of untreated sludge can be significantly
              increased, to greater than 50 psi, if an underdrain system is
              used.   After rewetting,  underdrained sludge regains  its strength
              within one day.  A water balance analysis has shown  that the mode
              of closed-loop operation (with underdrainage return)  is possible,
              including the maintenance of tolerable chloride ion levels and
              minimal impact on fresh water makeup.


                               REFERENCES


1.    R.  B. Fling,  et al. , Disposal of Flue Gas Cleaning Wastes; EPA Shawnee
     Field Evaluation, Initial  Report, EPA-600/2-76-070,  U.S.  Environmental
     Protection Agency, Research Triangle  Park,  NC (March 1976).

2.    J.  Rossoff and R.  C. Rossi,  "Flue Gas Cleaning Waste Disposal, EPA
     Shawnee Field Evaluation, " presented at the EPA Flue Gas Desulfurization
     Symposium, New Orleans,  LA (March 1976).

3.    J.  Rossoff, et al. ,  Disposal of By-Products from Nonregenerable Flue Gas
     Desulfurization Systems;  Second Progress Report, EPA-600-7-77-052,
     U.S. Environmental Protection Agency, Research  Triangle Park, NC
     (May 1977).

4.    R.  B. Fling,  et al. , Disposal of Flue Gas Cleaning Wastes; EPA Shawnee
     Field Evaluation:  Second Annual Report,  prepared for the U.S.  Environ-
     mental Protection Agency,  Research Triangle Park,  NC, by The Aerospace
     Corporation under Contract No. 68-02-1010 (to be  published).

5.    J.  Rossoff and R.  C. Rossi,  Disposal of By-Products from Nonregenerable
     Flue Gas Desulfurization Systems-  Initial Report,  EPA-650/2-74-037a,
     U.S. Environmental Protection Agency, Research  Triangle Park, NC
     (May 1974).

6.    J.  J. Tuma and M. Abdel-Hadz, Engineering  Soil Mechanics, Prentice-Hall,
     Inc., Englewood Cliffs, NJ (1973).

7.    J.  Rossoff, "The EPA Field Disposal Evaluation at the TVA Shawnee Steam
     Plant, Paducah,  Kentucky, " presented at the Power Plant Ash,  SO^  Sludge
     Management Program for Professional  Development,  Department of Engi-
     neering,  University  of Wisconsin Extension, Madison, WI,  3-4 February
     1977.

3.    R.  H. Borgwardt, Sludge Oxidation in Limestone FGD Scrubbers,
     EPA-600/7-77-061,  U.S. Environmental Protection Agency,  Research
     Triangle  Park, NC (June 1977).
                                   535

-------
 9.   J. Rossoff et al. , Disposal of By-Products from Nonregenerable Flue
     Gas Desulfurization Systems;  Final Report,  prepared for the Environ-
     mental Protection Agency,  Research Triangle Park,  NC, by The Aerospace
     Corporation,  under Contract No.  68-02-1010 (to be published).

10.   J. Rossoff et al. , "Disposal of By-Products from Non-Regenerable Flue
     Gas Desulfurization Systems:  A Status Report, " presented at the EPA Flue
     Gas Desulfurization Symposium, Atlanta, GA, 4-7 November 1974.
11.    P.  P. Leo and J. Rossoff,  The Solid Waste Impact of Controlj.i.rig
      Emis sions from Coal-Fired Steam .Generators ,  prepared by The Aerospace
      Corporation for the U. S. Environmental Protection Agency,  Research
      Triangle  Park,  NC, under  Contract  No.  68-01-3528, Work Assignment 6
      (to be published).
                                    536

-------
                                           ?T  DISPOSAL  AT  THE
mUMBUS  AND  SGU'Klc;^  C:?-,jG  ^LECTRIC'S  CONESVillE  STATION
                        Danny I, Boston tnd James E. Martin

                     Columbus and  Southern C'oio Electric Company
                                   Columbus, Ohio
           ABSTRACT

               Conesville Generating Station, Columbus and Southern Ohio Elec-
           tric Company, has recently been expanded by the addition of Unit No. 5,
           a 400-MW coal-fired boiler that burns 4.5 percent sulfur coal. In order
           to meet Ohio's New Stationary Source Performance Standard of  1.0
           pounds of sulfur per million Btu, we elected to install a FGD system
           using thiosorbic lime that produces a sludge consisting of 30 percent
           solids composed of predominantly calcium sulfate and calcium sulfite.
               Various  alternatives for sludge  disposal  were  investigated,
           including:  impoundment in a strip mine area, impoundment in a nearby
           valley,  disposal  in a new hr.ed pond adjacent to the plant site, and
           disposal in the existing  ash pond. All of the alternatives investigated,
           except  for the last one, were eliminated for either environmental or
           economic factors.
               I. U. Conversion Systems UUCS) *s contracted to chemically fix the
           sludge  to  produce a stabilized  material suitable for  disposal.  This
           product, known as Poz-0-Tec, wil! be placed in one-third of the existing
           ash pond.  Area is available that is capable  of storing  the stabilized
           sludge for  20 years at a load factor of 51 percent.
               The sludge fixation process is owned by IUCS, but is operated and
           maintained by Columbus and Southern Ohio Electric Company person-
           nel. This arrangement results in a minimal capital cost, but a signifi-
           cantly high operating cost estimated to be 1.63 mills per kWh. This cost
           is expected to be reduced 0.91 mills per kWh with the operation of the
           No. 6 unit.
                                         537

-------
                 FULL-SCALE FGD WASTE DISPOSAL AT THE
                COLUMBUS AND SOUTHERN OHIO ELECTRIC'S
                         CONESVILLE STATION
                         BACKGROUND

     Columbus and Southern Ohio Electric Company, an investor-

owned electric utility, serves over four hundred thousand cus-

tomers in twenty-five counties in central and southern Ohio, with

a net generating capability of over 2100 MW.  Columbus and Southern

operates three coal-fired steam power plants one of which is the

Conesville Generating Station.  Conesville is located on the

Muskingum River in eastern Ohio near coal reserves owned by the

Company.  Conesville Station presently has a generating capability

of 1625 MW with another 400 MW unit under construction.  Unit #5,

which was completed in 1976, is a 400 MW coal-fired unit. Unit #6

is also 400 MW and is due for start-up in March, 1978.  In

order to meet the existing Ohio NSPS, we elected to install an

electrostatic precipitator and a lime based FGD system on each

of the two units.  Coal burned in Unit #5 contains 4.5% sulfur

and 18% ash.  The electrostatic precipitators are designed to

remove 99.65% of the fly ash in the flue gas, and the FGD system,

using thiosorbic lime, is designed to remove 89.7% of the sulfur

dioxide.  There is by-pass capability around the FGD system

capable of handling up to 100% of the flue gas while the FGD

system is partially or totally down for maintenance.  At the

present time, there is no reheat of the flue gas from this system.

A portion of FGD recycle slurry containing 5% to 12% solids is

bled off from the scrubbing liquor to a 145 foot diameter thick-

ener which concentrates the slurry to approximately 30% solids;
                               538

-------
 these  solids are  composed of  approximately  80%  calcium sulfite



 and  20% calcium sulfate.





                      STABILIZED VS. UNSTABILIZED



     The production of  the expected 113  tons  per  hour  of  sludge



 from each unit posed  the obvious problem of disposal.   All



 available information presented the sludge as a thyxotropic



 material which if not properly stabilized could have a delete-



 rious  effect on surface and ground waters.  It  was decided that



 fixation was required to minimize the environmental effects of



 the  sludge in whatever manner of disposal that  was chosen.



 Figure 1 is a ten year forecast for fuel consumed and  sulfur



 dioxide and sludge produced by Conesville Units 5 and  6.





                      DISPOSAL SITES INVESTIGATED



     Economic considerations indicated that the location  for



 sludge disposal should be near the plant site.  Nearby areas that



were sufficiently large enough to hold a significant quantity of



 sludge were investigated.  Four areas were seriously considered



as possible disposal  sites;  A strip mine area, a nearby  valley,



a field adjacent to .the plant site, and the existing ash  pond



adjacent to the plant facilities.





                         STRIP MINES



     Ponding of the stabilized sludge in a used strip  mine area



located within a few miles of the plant site was studied.  Dis-



posal at this location could be with either a wet slurry or a dry



stabilized sludge.  Wet slurry would be conveyed by pipeline into
                                539

-------







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 interim stabilization ponds for later placement and completion;




 dry fixed material would be conveyed to the disposal site by




 conveyor belt or by truck.   The physical condition of the strip



 mine trenches would require extensive re-grading to obtain a



 sealed sub-surface prior to sludge placement of the wet fixed



 material.   The prevention of leaching chemicals into ground-



 water in this area was not  considered feasible due to the tail-



 ings piles (random fills of soil and rock overburden)  and the



 geological make-up of the ground.   The conveying of the dry



 material by truck is limited to only two to three miles due to



 the  material  dewatering during  hauling and causing spills on the



 roads to the  disposal site.   The installation of a conveyor belt



 was  considered a  high capital cost  as well as necessitating



 having  heavy  equipment away from the plant site,  where  it would



 not  be  available  for plant  back-up  in the  coal yard.  For these



 environmental  and  economic  factors,  the  strip mine areas  were



 eliminated  as  a reasonable  placement location.






                                VALLEY



      Disposal  of the  sludge  in  a nearby  valley behind an  engineered



 embankment  was another  alternative  investigated.   A valley three



miles from  the plant  site was determined capable  of holding



approximately  40 million  cubic  yards  of  sludge which could be



stabilized  in place.  The sludge could be  sluiced  to the  valley



wet, conveyed on a belt conveyor, or  trucked.   This valley,  as



with almost all in this region,  has  been used  for  strip and  auger




mines on its interior walls.  It would be  necessary to  seal  the



auger holes prior to  sludge  introduction to the valley.   The






                                541

-------
 building of an earthen dam and a pipeline for that distance



posed a very large capital cost for placement of the sludge.



The operation requires pumping the slurry several miles and



returning the excess water back to the plant facility. The cost



for this method is estimated to be between $3.60 to $4.05 per dry



ton of coal.  Trucking the sludge to the valley would pose the



problem of sludge drippings on the county roads during transport.



Conveying sludge by conveyor belts has a large capital cost.



Both trucking and conveying to the valley requires heavy equipment



permanently located away from the plant site which would not be



available for back-up coal yard use.  For these economic consid-



erations, the valley site was not considered the best practical



method available.





                                POND



     Consideration was given to building a pond on the land



adjacent to the plant site for disposal of the stabilized scrub-



ber sludge.  One hundred and ten acres would be enclosed by



earthen walls with an impervious liner covering the interior.



Its close proximity to the plant would minimize transportation



costs.  The proposal for this site was issued to the Ohio De-



partment of Natural Resources who, in conjunction with the U. S.



Army Corps of Engineers, evaluated the request.  Since the land



is located in the flood plain of the Muskingum River, their joint



opinion was that a loss of the flood plain would be hazardous to



the community of Conesville, located across the river and just



downstream of the proposed pond.  The Ohio Department of Natural
                               542

-------
 Resources  declared that they would not issue a permit to construct



 this  pond  for this reason.






                            ON-SITE



      The final alternative  that was considered and ultimately



 selected was  to divide  the  existing ash pond into two separate



 ponds;  two-thirds  for wet ash sluicing and  one-third for stabilized



 sludge.  The  ash pond is approximately 135  acres  (5,500  acre-



 feet)  located adjacent  to the power plant and receives all  bottoi




 ash and fly ash of the  plant through sluice pipes.   The  ash pond



 effluent water flows into a holding pond which serves as a  source



 for sluice water and scrubber make-up water for Unit 5 and  6.   To



 separate the  two ponds,  a dike would be  constructed  providing 85



 acres  for ash disposal  and  50 acres for  sludge disposal.  It was



 estimated that this would reduce the ash handling  capacity  from



 11 years to 9years and  would require an  alternative  ash  disposal




 system 2 years earlier  than  initially calculated.  It was also



 realized that  if the sludge  was produced in a  dry  form with load



 bearing capabilities, we could increase  the pond capacity by



 building the  pile  above  the  earthen  walls resulting  in a mound  up



 to 100 feet high.  This  volume  approaches the  estimated  output  :>f



 stabilized sludge  produced by  Units  5  and 6  over a 20  year  period.






                             IUCS CONTRACT



     Disposing of  the sludge  in the  existing ash pond  appeared  to



be the most economically and  environmentally feasible  alternative .



Columbus and Southern Ohio Electric  Company  (C&SOE)  contracted  I




U Conversion Systems to design, engineer, construct,  and
                              543

-------
manage the operation and maintenance of a fixation  system  to




stabilize the scrubber solids into a material suitable  for place-



ment in the ash pond.  The I U Conversion Systems  (IOCS) contract:



also includes the conveyor system for placement,- the supernatent



return to the plant, the lighting and fencing, the  sanitary



system for the process facilities, and an on-site operator and



maintenance training program.  IUCS provides continuous resident



management of the process to produce a consistent material



suitable for placement.  The IUCS design is required to meet all



OSHA, federal, state, and EPA standards and requirements regard-



ing air, water, noise, safety, etc.  C&SOE provides the elec-



trical power, house service water, dry fly ash, lime up to 3.5



weight percent of the sludge solids, and operating personnel.



C&SOE pays IUCS an annual fee in monthly payments subject  to an



escalation factor.






                         PROCESS DESCRIPTION



     The  ixation process thickens the sludge up to 60 percent



solids and mixes it with fly ash and lime to produce a stabilized



material labeled as Poz-0-Tec.






     Underflow from the primary thickener is pumped to the



stabilization system surge tank from which the slurry is then



pumped to a secondary thickener, if necessary, or directly to



vacuum filters.  The secondary thickener was installed because



preliminary data from pilot plant work indicated that the  sludge



could be concentrated to 40 percent solids by thickening and the
                               544

-------
 vacuum filters would operate at a filtration rate of 70 pounds



 per  square  foot per  hour.   Testing on  the  actual sludge produced



 thus far  indicates the  maximum thickening  capability to be



 approximately  36 percent  solids but the  filtration rate of the



 vacuum filters to be as high as 150 pounds per square foot per



 hour.   The  objective of either mode of operation is to operate at



 60 percent  solids off of  the vacuum filter.   The filter cake  is



 fed  into  a  pug mill  via conveyor  belt with a weigh scale to




 proportion  the fly ash  and  lime feed into  the same pug mill for a



 consistent  blend of  the three  components.   The fly ash and lime



 are  blended first by conveying both compounds in the  same screw



 conveyor  to the  pug  mill.   The blended mixture is conveyed



 outside of  the process  building to  a radial  stacker.   Future



 plans  are to locate  an  additional  radial stacker further out  in



 the  impoundment  area.   It has  been  determined that it  is more



 economical to  construct the  additional radial stacker  and belt



 conveyors out  in  the  impoundment area than to push the  material



 the  length of  the impoundment  area  which is  over 2000  feet.






                        HANDLING THE  POZ-0-TEC



     The material is  conveyed  from  the processing  facility to a



radial stacker where  it is placed in a surge  pile.  The  fresh



material is too wet to work  immediately;  it  is allowed  to stand



for  3 to 6 days to partially set-up  in a manner  similar  to  port-



land cement before being moved.  After 3 to  6  days  it  is  similar



to clay and is manageable with  the proper earth  moving  and
                               545

-------
handling equipment.  If the material is left for more than 10



days, the pile is quite hard and breaks apart in very large




boulders which hampers the movement and placement of the fixated



material.  Experience has shown that rubber-tired equipment has



poor traction on the initially placed Poz-0-Tec.  This surface



condition is due to the fine grained nature of the material and



the "bleeding" of surface pore water from the Poz-0-Tec when



compressed during its early setting period.  The film created



by the bleeding effect causes the surface to be slick prior



to final set.  Tracked equipment, which is normally used in



earth moving operations, can move the Poz-0-Tec adequately.



Large, curved coal blades are not efficient in moving the Poz-0-Tec



because the stabilized sludge tends to be clay-like and develops



high cohesive resistence when pushed with curved coal blades



designed to carry material.  Smaller clay blades, which are



designed to roll material forward of the blade, are better suited



to push the Poz-0-Tec.  The Poz-0-Tec is presently being used



to build up the division dike between the sludge and ash ponds



to the outer dike elevation before normal placement in the sludge



pond is started.  Routine disposal will consist of layers of



24 inches or less which are compacted to a dry density of 65



pounds per cubic foot.






                        COST OF STABILIZATION



     The cost involved in fixating the sludge is primarily an



operating cost because the facility is leased.  C&SOE pays IUCS



an annual fee of $2,322,000, plus escalation  (1976 figure).  The



capital costs to C&SOE involved converting the wet ash system





                               546

-------
 to a dry  type for the process  ($1,260,000)  and  converting  the  ash



 pond into two separate ponds which  included building a dike  and



 relocating ash lines  ($379,000).  The total capital costs  ini-



 tially for C&SOE totalled  $1,639,000 which  applies to Units  5  and



 6.  Future expected capital costs will be for additional heavy



 equipment to place the fixated sludge and the costs involved in



 relocating the radial stacker out in the disposal area.  The



 expected  manning for Units 5 and 6's sludge fixation process and



 disposal  is one operator per shift, 2 yardmen six days per week,



 and 24 man-hours per day maintenance.  An estimated 10,000 tons



 of lime,  which is equivalent to 3.3% dry solids weight, will be



 used to fixate the sludge for Units 5 and 6 per year.  The



 operating cost for the process for Unit 5 alone is $2,928,000



 per year or 1.63 mills per kilowatt hour.   The operating cost



 for Units 5 and 6 combined is $3,271,000 per year or 0.91



mills per kilowatthour.  Figure #2 is an itemized list of the



 operating costs for both Unit 5 and Units 5 and 6.  Figure 3



 is a comparison of fixation costs between Unit 5 and Units 5



 and 6 based on several variables.





                          INITIAL OPERATION



     The problems encountered thus far in the fixation process



 fall under two categories:  those of converting the plant



 faciliites over to the process and those of the process itself.



The sludge fixation process was the last major portion of the



Unit 5  and 6 facility considered in the plant design.  When



 IUCS was contracted to build the fixation facility, the FGD



system  thickener was under construction as well as the wet fly





                               547

-------



























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-------
 ash sluicing  system.   It was  believed  that the underflow of the
 scrubber  thickener  (30 percent  solids)  would overload the vacuum
 filters of  the  IUCS process,  so a  second  thickener  had to be
 designed  and  installed by IUCS.  IUCS  requires a  substantial
 quantity  of dry fly ash (2/3  of the  quantity of the dry sludge
 handled)  for  stabilizing the  sludge.   The  fly ash conveying
 system had  to be modified to  include Nuva-feeders for pneumatic
 conveying to  IUCS and  still retain the  wet  sluicing option when
 the  fly ash silos are  full.   The problems  in the  fixation process
 itself are  all  due to  the use of dry fly ash.   Controlling the
 high feed rate  of the  fly ash  (it flows greater than 40 tons per
 hour) is a  unique achievement that has  been  accomplished,  thus
 far, only at  Conesville  Station.  Vibrating  pan feeders would not
 stop the flow of fly ash  and many uncontrolled "floods"  over-
 flowed the  equipment resulting  in massive spills  of fly ash
 inside and  outside of  the  process building.   These  feeders have
 been replaced by screw feeders with  shut-off  valves and  load cell
 flow meters to  stop the  flow of fly  ash whenever  the  actual flow
 is measured to  be greater  than the set point  to the screw feeders.
 The other major problem  involves the control  of fly ash  dust in
 the process building.   The dust situation is  being  handled by
 sealing the pug mills  and  the belt conveyors  after  the  pug mills
with a baghouse dust collection system.  For  each problem encoun-
tered,  lUCS's effort has been to determine the  source and  modify
the equipment and/or process to eliminate it.

     Over the last nine months, all  sludge produced,  (approximately
75,000 tons) has been  processed into Poz-0-Tec  and  placed  in the
                               550

-------
pond, the majority of which has been placed  in  the  conveyor  dike



area.





     Tests were recently conducted on in-place  Poz-0-Tec material



by A&H Engineering, a Columbus, Ohio based geotechnical engineer-



ing and testing firm.  Preliminary results indicate that the



material has developed a bearing capacity in excess of 5 tons per



square foot, with an internal friction angle in excess of  45°.



The physical properties of the cured Poz-0-Tec  are  far in  excess



of those normally encountered in structural earth fills, which



further reinforces the capability of constructing a 100 foot



mound over a 20 year period.  Figures 4, 5, and 6 are pictures



of the sludge stabilization building and of the sludge disposal



site.





                             CONCLUSION



     C&SOE believes that fixating of the FGD scrubber sludge with



on-site disposal is the most economical and environmentally



satisfactory solution for the Conesville Station.   Each evalu-



ation of disposal of FGD wastes is site specific with



all possibilities considered on environmental as well as economic



grounds.   With less than one year's operation of the FGD system,



the actual cost and operating data are only preliminary values.



More informative data would be available at a later date.
                               551

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EIGHTEEN MONTHS  OF  OPERATION WASTE  DISPOSAL  SYSTEM
                 BRUCE  MANSFIELD  POWER  PLANT
                 PENNSYLVANIA  POWER COMPANY


                  Larry W. Lobdell and Earl H. Rothfuss, Jr.
                            Dravo Lime Company
                           Pittsburgh, Pennsylvania

                                    and

                             Keith H. Workman
                         Pennsylvania Power Company
                          New Castle, Pennsylvania
        ABSTRACT

            The Bruce Mansfield waste disposal system has been in operation
        since November 1975. The system is composed of four 1,000-HP positive
        displacement pumps, four slurry pipelines, and a 420-ft high earth and
        rock fill dam. Calcilox, a stabilizing additive, is supplied pneumatically
        to the slurry.
            Operational data regarding manpower and solutions to operational
        problems are presented. Pump packing life has been improved by on-
        the-job modifications. The system is designed to act as a  closed-loop
        system with excess water returned to the scrubbing system.
            Water quality monitoring programs to meet state requirements are
        discussed and results presented. General maintenance requirements
        and operating costs are discussed.
                                    555

-------
I.    INTRODUCTION
     The Bruce Mansfield waste disposal  system is one of the first large scale
disposal systems developed for flue gas  cleaning sludge in the United States.
The Bruce Mansfield station is owned by  the CAPCO Group (Ohio Edison, Pennsyl-
vania Power, Cleveland Electric and Illuminating, Duquesne Light, and Toledo
Edison) and operated by Pennsylvania Power Company, a Pennsylvania -  based
utility.  The plant is located in Shippingport,  Pennsylvania, on the Ohio
River approximately 35 miles downstream  from Pittsburgh.
     Initial construction of the plant began in  1971 with first fire scheduled
for late 1975 and commercial operation of Unit I for early 1976.  The plant is
composed of three 825 mW net units.   During initial design phases, it was
anticipated existing environmental requirements  could be met by "conventional"
plant design philosophy, the installation of high efficiency electrostatic
precipitators and a tall chimney.  During initial design in 1970, the Common-
wealth of Pennsylvania authorities required that flue gas scrubbing equipment
be installed and operated to obtain construction and operating permits.   De-
sign, purchase, installation, and development of a flue gas desulfurization
system was implemented in time for startup in the Fall of 1975.
     This paper presents highlights of operation experience to date on the
flue gas cleaning sludge waste disposal  system.   Work on the waste disposal
system design began in June, 1973.  Construction began in March, 1974, and
initial operation in October, 1975.   The system is basically composed of a
pumping plant, a seven-mile slurry pipeline leading to the disposal area known
as Little Blue Run Reservoir, which is created by a 400 foot high impoundment
dam.

II.  DESCRIPTION OF THE SYSTEM
     Table 1 presents the basic components of the mechanical portion of the
system.  The system is designed for Units 1 and 2 and is basically 100% redun-
dant.  The capacity of the impoundment by original design parameters is esti-
mated to contain thirty years production of waste based on an average settled
solids of 42% in the impoundment and an average 70% load factor.  Environ-
mental considerations led to the need to add a stabilizing agent, Calcilox
additive, to the sludge; and at the completion of the life of the impoundment
it is planned that this sludge treatment method will enable the area to be
developed as a lake or as dry land.   Figure 1 presents the air quality control
system for the Bruce Mansfield power plant.
                                     556

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     Figure 2 presents the basic components of the waste disposal system.  The
waste slurry comes from the thickener underflow at 25-35% solids by weight to
a mix tank located adjacent to the pumping plant.   At this point, the stabi-
lizing agent is mixed with the sludge.   The retention mixing time is 20 min-
utes at design flow.   The stabilizing agent, Calcilox additive, is delivered
by barge, unloaded pneumatically into one of four 4,500 ton silos and re-
claimed from the silos through a second pneumatic system and added to the
sludge.  A schematic of the handling and storage of the Calcilox additive
facilities is shown in Figure 3.  The instrumentation for determining the
percent of solids consists of a magnetic Flow Meter and a Nuclear Density
gauge.  These signals are sent to an integrator, which in turn signals a
variable speed drive vibrating screw feeder which meters the Calcilox additive
into an airslide for conveying to the mix tank.  After retention time and
suitable mixing in the tank, the slurry additive mixture, at 25-35% solids, is
taken from the bottom of the mix tank through a centrifugal rubber-lined pump
which keeps a positive pressure on the main slurry pumps.  Table 2 outlines
the slurry and process design parameters.  The main slurry pumps are manu-
factured by Ingersoll Rand, Aldrige Division, and described as five plunger,
positive displacement, 1,000 HP pumps.   These pumps operate at 1,100 psig
discharge pressure at 1,200 gallons per minute to pump the slurry approxi-
mately seven miles down river to the impoundment dam.
     A profile of the pipeline is given in Figure 4.  The slurry lines consist
of two 8 in. and two 12 in. Schedule 80 carbon steel pipes.  The need for the
two diameters of pipe arises from the requirement that the system is designed
(see Table 3) to maintain a flow from the plant ranging from a minimum of 400
gallons per minute to a maximum of 3,600 gallons a minute.  During preliminary
design, sludge from a pilot plant scrubber was tested at the Colorado School
of Mines and deposition velocity was determined to be on the order to two feet
per second.  This critical velocity led to the requirement for the two diam-
eters of pipelines.
     The pipeline system is equipped for high pressure flushing.  Vent boxes
are provided at high points and drain boxes at low points.  The  system is also
equipped to be cleaned by use of pipeline pigs.
     The overall system is designed to operate as a closed loop with super-
natant and trapped rainfall runoff returned to the plant for re-use in the
scrubber.  The supernatant is returned via either one of the 8 or 12 inch

                                     560

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                              TABLE 2

                SLURRY  MAKE-UP PROCESS DESIGN DATA

             BRUCE MANSFIELD FGC,WASTE DISPOSAL SYSTEM
    THICKENER UNDERFLOW CHARACTERISTICS  (before treatment)
       Concentration of Solids                25% to 35%  (tyy weight)
       Temperature                            100°F to 125° F
       Specific Gravity of Slurry             1.20 to 1.29
       Particle Size                          250 Mesh
                (Lime grits max. size =  .25 in.)
       Slurry pH                              10.5 to 11
       Station Load                   Throughput of Slurry Solids
       12.5% (25% Load Factor-one unit)        50 TPH
       25.0% (25% Load Factor-two units)      100 TPH
       50.0% (100% Load Factor-one unit)      200 TPH
      100.0% (100% Load Factor-two units)     400 TPH
2.  STABILIZATION TREATMENT PROCESS
      Calcilox additive required  (at 7.5%)       700 Ibs/min
             (504 TPD - Bulk Density = 70 pcf - S. G. = 2.75)

       Lime required (for pH adjustment - 1%)     93 Ibs/min
              (67 TPD - Bulk Density = 55 pcf - S. G. = 3.30)
       Additive Feed Rates
           Calcilox  additive
           Lime
Normal
 7.5%
  0
 Maximum
,.10.0%
   1.0%
       Mixing Time (Minimum)
           40 minutes
                                  563

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564

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                               TABLE 3

                SLURRY TRANSPORT PIPELINE DESIGN DATA
              BRUCE MANSFIELD FGC WASTE DISPOSAL SYSTEM
 Pipeline Static Head
     (Low elev. = 725 ft.
 Friction Head Losses (Estimate)
                              415  ft.
               High elev. = 1140 ft.)
                             1245  ft.
 Minimum Design Flow  =  400 gpm  (8" pipe at 2.63  fps)
 Maximum Design Flow  = 3600 gpm  (12" pipe at 10.18 fps)
 SLURRY PUMPING CHARACTERISTICS
    I.   Slurry Solids  =

        8" pipe (Min)
                (Max)
       12" pipe (Min)
                (Max)
25%    Slurry
Velocity
 3.99 fps
 7.92 fps
 3.54 fps
10.18 fps
Specific Gravity  =  1.20
   Flow Rate   Friction Head
   II.   Slurry Solids  = 30%
       Slurry
Velocity
    619 gpm
   1238 gpm
   1238 gpm
   3590 gpm
Specific Gravity  =  1.24
   Flow Rate   Friction Head
32psi/mile
92psi/mile
17psi/mile
92psi/mile
        8" pipe (Min)
                (Max)
       12" pipe (Min)
                (Max)
  III.  Slurry Solids  =
        8" pipe (Min)
                (Max)
       12" pipe (Min)
                (Max)
3.20 fps
6.41 fps
2.85 fps
8.20 fps
35% Slurry
Velocity
2.63 fps
5.21 fps
2.38 fps
6.78 fps
500 gpm 27psi/mile
1000 gpm 78psi/mile
1000 gpm 15psi/mile
2904 gpm 75psi/mile
Specific Gravity = 1.29
Flow Rate Friction Head
415 gpm 70psi/mile
830 gpm 91psi/mile
830 gpm 38psi/mile
2410 gpm 92psi/mile
 8" Pipeline Throughput
12" Pipeline Throughput
   46.5 TPH  to  94.0 TPH   Slurry  Solids
   93.0 TPH  to 272.0 TPH   Slurry  Solids
                                  565

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lines to the surge tank near the thickener and is added to the thickener over-
flow water.   The supernatant water is pumped from the impoundment by one of
three floating supernatant pumps; and should additional flow be required,
booster pumps are located at the impoundment to maintain the required quanti-
ties.  The system is designed to be fully automatic with control of the super-
natant pumps at the reservoir linked through a telemetry system to the main
pumping station at Bruce Mansfield.   This system is not being operated in the
automatic mode at present.
     River Discharge pumps are also provided for discharge of water of suit-
able quality to the Ohio River.   The discharge point down stream of the im-
poundment dam is equipped with a flow recording device and periodic samples
are also taken at this point.
     The impoundment area is ringed by a series of monitoring wells required
by conditions of the permit granted by the Pennsylvania Department of Environ-
mental Resources to monitor ground water quality.
     A ten foot thick blanket of sand and gravel beneath the dam serves to
keep pore pressures in the embankment at or near atmospheric.  In addition,
this drainage blanket collects seepage through the dam and around the abut-
ments and transports this seepage to the downstream toe of the embankment.
There, it is collected in a 12 inch perforated plastic pipe and discharged
into the stilling basin.  Monitoring of this discharge pipe has given no  indi-
cation of any pollution problems.  In fact, to date the records have indicated
that this water is no different than the surrounding ground water.
     The floating supernatant and the discharge pumps are attached by steel
walkways to concrete abutments on the hillside upstream from the dam  (Figure
5).  As the reservoir and the sludge level rises, these bridges are periodi-
cally raised in 25 ft. increments.
     The sludge is deposited in the reservoir through a tremie system as  shown
in Figure 6.  The purpose of this system is to distribute the sludge uniformly
throughout the 800 acre reservoir.  These tremie rafts are movable and are
anchored by cables to prevent wind movement.  The tremie system reduced tur-
bidity in the reservoir water and allows for uniform deposition of the stabi-
lized sludge solids to provide uniform filling.
     The 1,400 acre impoundment area initially was heavily wooded; 125 acres
were cleared to elevation 900 during initial construction.  It is anticipated
that this will provide about three years of storage.  The clearing operations
                                     566

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FIGURE 5 -   SUPERNATANT RETURN PUMPS AT LITTLE BLUE RUN RESERVOIR



                               567

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FIGURE 6.  PHOTO OF FLOATING PIPELINES AND SLURRY DISCHARGE EQUIPMENT
                    AT LITTLE BLUE RUN RESERVOIR
                                 568

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will continue until the end of the impoundment.  Intermittent clearing pro-
vides an aesthetic surrounding for the impoundment and minimizes the impact on
the animal population, allowing it to adjust slowly over the life of the
development.  Because supernatant was not returned to the power plant as early
as originally anticipated, during the summer of 1976, it became necessary to
extend clearing to elevation 950.

III. PROJECT DEVELOPMENT
     Early in the 1970's, Pennsylvania Power Company, on behalf and as agent
for the CAPCO companies, began to plan and develop the Bruce Mansfield Power
Plant complex as a two unit 1,650 mW project with provisions for future expan-
sion.  The target date for "first fire" in the boiler of Unit No.  1 was
June 1, 1975.  As a result of the regulatory requirements for installing
equipment for scrubbing all of the flue gas generated, it became necessary to
provide a waste disposal system as an integral part of the development.  Dravo
proposed application of their waste treatment process using Calcilox additive
to Pennsylvania Power Company for the disposal of the resulting waste sludges.
     It should be noted that a third generating unit was announced somewhat
later and the requirements for complete flue gas clean-up were also imposed
for this unit by the regulatory agencies.   At that time, Pennsylvania Power
Company determined that waste products from scrubbing Unit 3 flue gas would
also be disposed of via the Unit 1 & 2 waste disposal treatment process.
     Dravo's conceptual plant for waste treatment and disposal, as outlined
above, was ultimately accepted by Pennsylvania Power Company and their engi-
neer, Commonwealth Associates.   During June, 1973, Pennsylvania Power Company
authorized Dravo Corporation to proceed with system design and acquisition of
property for the waste disposal facility for Units No. 1 and 2.  To manage the
project, Dravo assembled a special project team which included twenty engi-
neers and other specialists who had full responsibility for project planning
and execution.
     The work of the special project team was supported by the efforts of five
other organizations, each chosen for its own special expertise:
     1.   Gibbs and Hill, Inc.  (a Dravo subsidiary) designed the overall
          system and detailed the slurry treatment and handling facilities.
     2.   Michael Baker, Jr., Inc. assumed responsibility for surveying and
          mapping the disposal  area and for design of several required highway
          relocations.
                                     569

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     3.    GAI Consultants,  Inc.  conducted the detailed subsurface site investi-
          gation,  designed  the slurry retention dam and supervised the selec-
          tion and placement of the embankment materials.
     4.    Williams Brothers Engineering Company assisted in the start-up,
          testing, and operational  planning of the waste disposal system.
     5.    Thomas M.  Leps,  a recognized expert on earth and rock dams, was
          retained to assist in designing the embankment.
     Slightly more than two years were available from project start to initial
use.   This time frame would not allow employment of the usual project sequence
of detailed design,  solicitation of permits, property acquisition, component
procurement, construction,  and start-up.   In order to meet the schedule,  the
major project activities were carried out very nearly simultaneously.
     To further clarify the project schedule, a table of major milestone  dates
(Table 4) and top level bar chart schedule (Figure  7) are included.
     It should be noted that Dravo was given two significant advantages which
assisted in the on-time completion of this project.
     First, Dravo was given sole responsibility for the design and construc-
tion of the entire waste disposal package.  This responsibility obligated
Dravo to take the concept described earlier and transform it into a physical,
working reality.  However,  with this responsibility Dravo was also given the
authority to direct all aspects of the work and to coordinate the project
working with its own personnel and with subcontractors.  Adhering fully to
their agreement, the client offered a maximum of cooperation and support while
monitoring progress and budget closely.
     Adequate authority and independence gave the contractor the opportunity
to work efficiently and to advance several major activities simultaneously.
     Second, use of the waste disposal system did not require completion of
construction.  The slurry treatment and transport equipment was specified to
be 100% redundant.  As long as the elements required for one flow-path were
operational, the duplicate elements could still be under construction.  Simi-
larly, slurry placement in the disposal area could begin as soon as  embankment
height was sufficient to contain the slurry produced during the balance of
construction plus the design storm.  Embankment construction could be con-
tinued by working from above the water surface and from the downstream face.
Initial operation was accelerated by using a manual local control panel to
operate the first slurry transport pumps, thus giving the electricians unob-
                                     &70

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                    TABLE 4


                BRUCE MANSFIELD
          ACQS WASTE DISPOSAL SYSTEM

              PROJECT MILESTONES
    Date

June 1, 1973

July 1, 1974

September 30, 1974

November 3, 1975


December 5, 1975

April 10, 1976



August 1, 1976

March 10, 1977



June 1, 1977



July 1, 1977

September 9, 1977
       Milestones

Project Start

Start of Construction (All Phases)

Waste Disposal Permits Granted

Initial Operation
(Manual Mode-Basic System)

Closing of the embankment

CompJ.etion of the Additive
Handling Systems (Main Storage
Silos and Barge Dock)

Completion of Pipelines

First Discharge of supernatant to
Ohio River, completion of discharge
works

Completion of the Waste Treatment
System (Automatic Mode-Complete
Facility)

Completion of embankment

Final Contractor Assistance for
Operations
                        571

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Figure Bruce Mansfield
AQCS Waste Disposal System
Generalized Bar Chart Schedule
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Pipeline Design
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 structed access to the cable ways and the automatic remote control panel
 (Figure  8).
     Through close coordination of project activities and by aiming  for achiev-
 able goals, an operating waste disposal  system was complete and available  for
 the first firing of Unit No. 1 on November 3, 1975.  The minimum manual system
 included the following items:
          additive day storage tanks (two complete of two required)
          slurry-additive mix tanks (two/two)
          additive feed systems (two/two)
          slurry transport pump sets (two/four)
          slurry transport pipelines (one/four)
          flush water storage tanks (two/two)
          flush pumps (one/three)
          embankment completed to elevation 900.  (200 ft. above the founda-
          tion).
     By using the available elements, it was possible to establish a slurry
 flow path from the power plant to the reservoir.  This flow-path, with the
 available back-up elements, was sufficient to maintain slurry disposal while
 the balance of the system was being completed over the next eighteen months.
     During this eighteen month period Pennsylvania Power Company retained
 Dravo to provide technical assistance for start-up, operation, and maintenance
 of the system.   While construction was being completed, a second project team
 was assembled to provide this required assistance and training.  Technical
 assistance to operations was provided twenty-four hours per day for approxi-
 mately nine months.   This was supplemented by technical assistance for compo-
 nent start-up,  formal operator training, and the establishment of system
 management procedures.   As Pennsylvania Power Company developed expertise and
 confidence, the utility fully assumed the responsibilities of operating the
 system.

 IV.   START-UP OF MINIMUM MANUAL SYSTEMS
     Although the system is designed as a fully automatic system, lead time on
 the main panels, automatic controls, and much of the instrumentation was such
 that this equipment was not completely installed by the Fall  of 1975.  Start-
 up was accomplished by providing a temporary panel, using two sludge pumps
with their associated  backup systems and one 8 inch pipeline.   The start-up
                                     573

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FIGURE  8.   FGC WASTE TREATMENT SYSTEM CONTROL ROOM WITH PROCESS MIMIC PANELS
                                     574

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of the system was initiated by flooding the 8 inch line and pressure testing
the system.  The remainder of the lines were subsequently tested, and maximum
water pressure data for various flow rates were established.  These data were
obtained prior to receiving any of the slurry and were used as a base line for
determining operating pressures.
     The system at present is fully operational in the automatic mode under
Pennsylvania Power Company supervision.  During 1976, operation of Unit 1
continued with two slurry pumps and one 8 inch pipeline.   Flow quantities were
on the order of 2,000 dry tons per day with flow rates running from 600-900
gallons per minute.   During this period of time the waste disposal was opera-
ted from a temporary panel in a manual mode, and all valves were operated by
hand.   Again, operation of the impoundment was started before construction was
completed with the dam roughly at elevation 900, 200 ft.  below the final
elevation of 1,100.   The diversion pipe carrying Little Blue Run under the dam
was plugged permanently with concrete on December 5, 1975.   Pumping of slurry
into the impoundment was started as of this date, and it has continued since
that time.   The reservoir elevation rose since December 1975 to elevation 900
in early 1977 when supernatant return to the plant was begun on an intermit-
tent basis.  Supernatant and rain water discharge to the Ohio River began in
March 1977.

V.   WASTE QUANTITIES
     During the initial design stage, projections of average coal character-
istics, average unit load factors, and operating projections were prepared.
Using this information as a basis, system design data were calculated.   These
data,  describing the anticipated slurry and its stabilization treatment, are
shown in Table 2.
     Pennsylvania Power Company projects a daily, full load, average coal
consumption of 8,000 tons per day per unit.   This coal is projected to have a
long term average sulfur content of 4.3% and a long term average ash content
of 12.5%.   The two-stage vertical venturi lime scrubbers, which are the core
of the Bruce Mansfield Air Quality Control system, are designed to remove
99.8% of the particulate fly ash and 92.1% of the sulfur dioxide (SOJ gases
from the boiler flue gas prior to emission to the atmosphere.   On this basis,
the waste disposal  system will be required to handle 6,000 tons per day (both
units) of slurry solids including the additives.  Assuming an average slurry
                                      575

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solids concentration of 30%,  the slurry transport system will pump 2,900
gallons per minute of slurry from the power plant to the reservoir.
     As shown in Table 6, the quantity of slurry solids has been less than
anticipated while the volume of waste has been much greater than anticipated.
The quantities in the table are for the 22 months between November 3, 1975,
and August 31, 1977.  The volume of slurry solids has been less than expected
because the Unit No. 1 average load factor and the average coal sulfur and ash
contents have all been less than the values originally projected.   However,
during the same period, the total volume of waste has been substantially in-
creased by large quantities of surplus water produced in the operation of the
Unit No. 1 AQCS.  Over the long term, both coal supply and power generation
activities will approach a steady-state and waste quantities should average
out at the original planned values.
     The slurry transport system consists primarily of four high capacity pump
sets each of which can be operated with any of the four pipelines.  These four
pump sets were started on the following dates:
               Pump A    November 3, 1975
               Pump B    November 5, 1975
               Pump C    February 26, 1976
               Pump D    December 8, 1976
     Table 5 displays the cumulative hours of operation and the quantity of
waste transported by each of the four pumps and the grand totals for the
system.  Ta'1e 6 breaks down the grand totals into slurry solids, including
additives (weight), and quantities of thickener underflow slurry and of sur-
plus water (volumes) which are combined to give the total of waste materials
processed by the Dravo system.  All of the quantities in both  tables are
through August 31,  1977.
     For the convenience of the reader, we have also presented, in Table 5,
the calculated Availability Factor for each of the four slurry transport pump
sets.  Availability Factor is an informal measure of pump set  reliability
calculated by dividing the total calendar time since initial start-up for each
set into time that  pumps were available for use (the sum of  in-service time
plus time when the  pumps were out-of-service but  in a fully operable condi-
tion).
     At no time  to  date has the Waste Disposal System placed any  restriction
on power generation.  Because of design redundancy and component  reliability,
                                      576

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                    TABLE  5

       ACCUMULATED SLURRY TRANSPORT PUMP SET
     OPERATING HOURS AND AVAILABILITY FACTORS

     BRUCE MANSFIELD FGC WASTE DISPOSAL SYSTEM
Pump Set            Operating Hours       Availability

102-A                   5879                   94.C%

102-B                   6458                   95.8%

102-C                   3688                   83.4%

102-D                   2384                   83.7%

TOTALS                18,409                   89.4%



Operating hours are as of August 31, 1977
                         577

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                         TABLE 6

       TOTAL FGC WASTE QUANTITIES PROCESSED BY
       THE DRAVO FACILITY AS OF AUGUST 31, 1977

     BRUCE MANSFIELD FGC WASTE DISPOSAL SYSTEM
Total FGC Wastes Processed          903.304,000 gallons

Thickener Underflow Slurry          454,861,000 gallons

Thickener Underflow Solids  (Dry Wt.)    633,700 Tons

Surplus Water  (Excess From Plant)   525,443,000 gallons

Total Hours of System Operation          18,409 hours

Overall Average Pumping Rate                820GPM
                         578

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an operable waste disposal flow path has always been in service when required.
All of the FGC wastes—thickener underflow and surplus water have been proc-
essed as they were released by the power plant.
     It was noted above that the Bruce Mansfield Power Plant has not yet
reached steady state operations.  The waste disposal system continues to be
confronted with atypical situations (compared to expected long term averages)
which have distorted its operating results.  This is mentioned to alert the
reader; the results tabulated above should not be assumed to be typical of
long term average quantities.  It is anticipated that operating results will
be reviewed on a periodic basis as the power plant operation approaches the
anticipated norms.  The results presented above are, however, the best data
now available and are believed to be accurate indications of the situation now
prevailing in the Bruce Mansfield Waste Disposal System.

VI.  OPERATING MANPOWER
     Pennsylvania Power Company personnel have assumed full responsibility for
all aspects of operation and maintenance of the FGC Waste Disposal System.
Manpower assignments have been made on the basis of operating experience.
     The Operations Department has direct control of the FGC Waste Disposal
System, including housekeeping and minor maintenance.   Personnel  schedules are
designed to provide adequate manpower at all times--24 hours per day 7 days
per week.   The personnel are assigned to the Waste Disposal Area on a regular,
continuing basis and rotate shift assignments weekly.   Three people are work-
ing in the Waste Disposal area at all  times:
          one System Operator (A) who controls the system from Waste Disposal
          System control room
          one Assistant Operator (B) who visually monitors the system com-
          ponents in the pumphouse and handles inside housekeeping
          one General Helper (C) who monitors the auxiliary systems and the
        .  pipeline and handles outside housekeeping.
     The direct operating manpower requires 63 manshifts per week (one man
shift = eight manhours), 504 manhours per week or 26,298 manhours per year.
     The operators are supervised by two people, each of whom divides his  time
between the Waste Disposal System and other areas.   The area foreman devotes
about half his time to the system, charging three manshifts or 24 hours per
week (1,248 manhours per year) to Waste Disposal.  Technical support is pro-

                                     579

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vided to the foreman by an engineer who charges about one-third of his working
time (2 manshifts per week or 16 manhours per week equaling 832 manhours per
year) to the system.
     Major maintenance is handled by a central plant Maintenance Department
which dispatches personnel on an as-needed basis from a pool of skilled crafts-
men.  Typically, two men are at work in the Waste Disposal Area on a one-shift
per day, six day per week basis.  This requires an effort of 12 man shifts per
week or 4,992 manhours per year.
     Additional support to the Waste Disposal Area operations comes from the
v  ird Department, the plant agency responsible for outdoor work and bulk mate-
rials handling.  Yard personnel handle two functions for this system—the
unloading of Calcilox additive from the delivery barge and the positioning of
the floating segments of the slurry discharge and supernatant return pipeline.
Barge deliveries are made, normally, four times per month.  Unloading is done
by three men in 1.5 shifts requiring a total of 36 manhours per barge or 144
m^nhours per month.  (To date, thirty-three barge loads of Calcilox additive
have been delivered, on an average of 1.5 barges per month since start-up.
The actual manpower requirements to date for unloading have only been 36
manhours per month or 432 manhours per year.  The difference between historic
and projected deliveries is due to start-up variations and to the fact that
only one unit has been in service for most of the period covered.)  Position-
ing of the floating pipelines requires approximately 12 manshifts per month
(96 manhours per month or 1,152 manhours per year).  These manpower require-
ments are summarized in Table 7.

VII. SYSTEM OPERATING COSTS
     The cost of operating the Bruce Mansfield FGC Waste Disposal System  is
the total of four components:  stabilizing additive costs, manpower costs,
maintenance materials costs, and power costs.  The historic amounts for these
items over the twenty-two months covered by this report are detailed below and
reduced to a cost per ton of slurry solids processed.

Additive Costs
     Between November 1975 and August 31, 1977, 32,864 tons of stabilizing
additive were used to treat 633,967 tons of dry solids.  This reduces to  an
additive cost of $1.76 per ton of dry sludge solids treated.  Current de-
                                     580

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                          TABLE   7
               FGC WASTE DISPOSAL SYSTEM MANPOWER
             REQUIREMENTS FOR OPERATIONS AND SUPPORT
            BRUCE MANSFIELD FGC WASTE DISPOSAL SYSTEM
OPERATING DEPARTMENT
  Supervisor
  Engineering
  Operator (A)
  Assistant (B)
  Helper (C)
      0.54 shifts/day
      0.33 shifts/day
         3 shifts/day
         3 shifts/day
         3 shifts/day
 6 days/week
 6 days/week
 7 days/week
 7 days/week
 7 days/week
                               Sub-Total Operations
 l,248mh/yr
   832mh/yr
 8,766mh/yr
 8,766mh/yr
 8,766mh/yr
28,378mh/yr
MAINTENANCE DEPARTMENT
  Maintenance Crew
         2 man shifts/day   6 days/week    4,992mh/yr
YARD DEPARTMENT
  Unloading
  Pipelines
 4.5 manshifts/barge
12 manshifts/month
4 barges/month
                                Sub-Total Support
 l,728mh/yr*
 l,152mh/yr
 7,872mh/yr
                                Grand Total
                                          36,250mh/yr
*Note:  Historic requirements have been less than estimated
        during start-up and single unit operations.
                                581

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livered cost of the stabilizing additive to the Bruce Mansfield Plant is
approximately $36 per ton.

Manpower Costs
     The preceding section reported the manpower requirements of the FGC Waste
Disposal System operation in terms of manhours per year.   These requirements
are rearranged by payroll categories in Table 8.   The annual  manpower cost for
operation and support of the system is $335,089.00.
     As was noted above, the Bruce Mansfield FGC Waste Disposal System has
processed 633,697 tons of slurry solids in its twenty-two months of operation
(November 3, 1975 through August 31, 1977).  This is equivalent to 345,650
tons of slurry solids per year.  On this basis, the cost of operating and
support manpower is $0.97 per dry ton of slurry solids.

Maintenance Materials Cost
     During the first eighteen months of FGC Waste Disposal System operation
(November 3, 1975 to May 1, 1977) a total of $120,170.00 was  expended on parts
and supplies used in maintaining the facility.  Through the same period
551,984 tons of slurry solids were processed by the system and transported to
the disposal reservoir.   The resulting maintenance material cost is $0.22 per
ton of slurry solids.

Power Costs
     The Bruce Mansfield FGC Waste Disposal System is an all  electric facil-
ity.  To check the system's efficiency, power consumption was monitored for a
60-hour period between January 4th and 7th, 1977.  The system used 207 mega-
watt hours of electric power during that period.   The process records showed
that 4,742 tons of slurry solids were treated and transported during the same
period.  An average power rate for a facility of this magnitude is $1.97 per
kilowatt hour, net.
     Doing the appropriate arithmetic gives a power cost of $0.86 per dry ton
of slurry solids, which is a representative value for the operations to date.
Summary:
          Additive Cost                 $1.76 per ton
          Manpower Cost                  0.97 per ton
          Maintenance Material Cost      0.22 per ton
          Power Cost                     0.86 per ton
                                        $3.81 per ton
                                     582

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                     TABLE 8
Category
Supervisor
Engineer
Operator (A)
Assistant (B)
Helper (C)
Mechanic (A)
Helper (B)
Yard  (A)
Yard  (C)
E DISPOSAL SYSTEM
OR OPERATIONS AND
MANPOWER
SUPPORT
IELD FGC WASTE DISPOSAL SYSTEM
Pay Rate
(Base & Benefits)
12.45
11.45
9.70
9.20
8.10
10.00
9.00
9.70
8.30
TOTALS
Manhours per
Year
1248
832
8766
8766
8766
2496
2496
1440
1440
36,250
    Year
 $15,538.00
   9,526.00
  85,030.00
  80,647.00
  71,004.00
  24,960.00
  22,464.00
  13,968.00
  11,952.00
$335,089.00
                        583

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     Based on data accumulated during the operation of the FGC Waste Disposal
System for twenty-two months, the cost of processing and transporting the
waste materials is $3.81 per ton of slurry solids.   This cost represents all
direct operating costs; but does not include any allowances for amortization
of capital or general power plant overhead.
     For a number of reasons, the historic system operating cost reported here
is not entirely typical of long-term costs expected for future operations.
The three most prominent factors distorting unit operating costs are:
     1.   During start-up and shake down, the power plant has discharged
          quantities of excess water far in excess of those originally antic-
          ipated.   Transporting this water to the disposal area has increased
          power and maintenance material costs without any corresponding in-
          crease in slurry solids, the basis of unit cost calculations.
     2.   The FGC Waste Disposal System has been designed to accommodate two
          825 mW power plant units.  During nearly all of the report period,
          only one unit has been in service.  Certain of the operating costs,
          primarily manpower costs, are relatively fixed.  Therefore, the
          reduction in basis of calculations increases the fixed cost portion
          of the total unit cost of operation.  This factor has been ac-
          centuated by major interruptions in Unit No. 1 power production and
          by better than expected delivered coal quality leading to reduced
          quantities of slurry solids.
     3.   Despite the fact that all of the FGC Waste Disposal System com-
          ponents are new, reported maintenance material costs are higher than
          normal.   The extra costs are related to materials used for minor
          system improvements and to learning experiences for operating and
          maintenance personnel.
     Recognition of these factors, which have increased historic operatTng
costs, support the conclusion that long term unit costs will be somewhat lower
than those reported here.  It is fair, therefore, to use the stated cost of
$3.81 per ton of slurry costs only as an upper limit on long term FGC Waste
Disposal System operating costs.
     The capital cost of the system is presented by the utility as approxi-
mately $90,000,000 for Units 1 and 2.   This is the total cost which includes
property, the securing of permits, design, quality control, construction, and
                                      584

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construction management.   These are the costs incurred by Dravo Corporation
and the utility in total.   The quantity of the material to be disposed is
120,000,000 wet tons as the capacity of the Little Blue Run Reservoir.  This
would result in a pro-rated cost of capital as $.75 per ton.

VIII.  FULL SYSTEM OPERATION
     By late fall of 1976 the system was brought into full automatic operation
by moving the controls from one pump at a time from the temporary panel to the
main panels in the pumphouse control room.  The period from October 1975 until
early March, 1977 was a hectic time in that construction and operation went on
simultaneously.  As a measure of the complexity of the system, there are close
to 1,000,000 ft. of electrical cable with over 4,000 separate terminations and
over 200 automated valves in the system.  These valves had to be maintained
during operation with carefully scheduled tag outs for conversion from manual
mode to the automatic mode without disturbing the operation of the plant.
During this period, the system availability was 100 percent.
     The system  is operated in conjunction with the lime slaking system.  The
standard manning is a supervisor and four operators on first shift, and four
operators on second and third shifts.  In addition to manning the lime slaking
area and operating the pumping station, these operators also make a daily trip
to the impoundment along the pipeline  to  observe the pipeline for any problem
leaks, malicious mischief, or other problems.  The impoundment area is also
observed for proper pump operation, and general area security.  In addition,
the  earth and  rock-filled dam which creates the impoundment must be monitored
on a monthly basis.
     This dam  is designed in accordance with  the standards for any water
supply dam  and  is  instrumented to monitor  any movement or buildup of  water
pressure internally in the dam.  The data  is  then forwarded to the Penn-
sylvania Department of Environmental Resources, Division of Dam Safety.

IX.  SLUDGE STABILIZATION
     The Dravo  process for FGC waste treatment produces a stable, environ-
mentally acceptable earthlike material.   In  the application at the Bruce
Mansfield Power Plant, Pennsylvania  Power Company will have the option, when
the  reservoir  is filled, of draining off  the  remaining supernatant and develop-
ing  the sludge  bed for residential  or  commercial purposes or  leaving  the  area

                                      585

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as a lake.   Proper and continuous application of the stabilization process
will produce a landfill of material having a high bearing strength (unconfined
compression test results frequently exceeding 4.5 TSF) and a low permeability.
     The Oravo stabilization process, as applied to the Bruce Mansfield FGC
Waste Disposal System, is primarily intended for thickener underflow slurries
containing 25 to 40 percent solids by weight.   The most effective stabil-
ization results when the slurry pH is controlled within the range of 10.5 to
11.  This control is accomplished in this system by the addition of lime
grits, with milk of lime available for further pH adjustment as required.
Since the treated slurry is placed in a full impoundment, rapid stabilization
is not vital and the additive feed rate is kept to a minimum.  This process
will produce stable sludge in sixty days or less.  To certify the effective-
ness of the waste stabilization process, samples of treated thickener under-
flow slurry have been collected daily for testing.  In order to obtain samples
that are most representative of the material being placed in the impoundment,
the samples have been collected at the impoundment discharge of the slurry
transport pipelines.  These treated slurry samples are placed in wide-mouth
beakers and allowed to stabilize.  Periodically the condition of the sludge is
checked for bearing strength (unconfined) using a pocket penetrometer.  A
"Soiltest" Model CL-700 penetrometer having an upper limit reading of 4.5 TSF
          2
(4.5 kg/cm ) has been used throughout the test program.  Devices of this type
can give only approximate numerical values for unconfined compression but
permit meaningful comparisons between samples and indicate the qualitative
condition of each sample.
     Stabilization analysis included only those pipeline discharge samples
that met the process specifications - slurry solids concentration exceeding 25
percent and initial pH exceeding 10.5 - since only these samples can be con-
sidered as representative of the process.  After 60 days of curing period, the
pipeline discharge samples in the test group had an average penetration resist-
ance of 3.5 tons per square foot.  Figure 13 presents a graph of Average Pene-
tration Resistance versus Curing Time for the pipeline discharge samples that
met the process specifications.
     Since the unconfined strength of many of the pipeline discharge samples
actually exceeds the maximum penetrometer reading (4.5 TSF), Figure  9 actual-
ly understates the true average penetration resistance of the treated slurry.
Therefore, this graph is a conservative representation of the effectiveness of
                                      586

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                      Figure 9.
  Average Treated Slurry Stabilization Rates
Bruce Mansfield FGC Waste Disposal System
                          Pipeline discharge samples collected 7/7/76
                          to 12/9/76 having final pH 10.6
       10
20        30

    Curing Time, Days
40
50
60
                        587

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Calcilox additive as a hardening agent.   To more accurately present the situ-
ation, Figure 10 is a graph showing the fraction (%) of the samples with
penetration resistances exceeding 2.0 TSF versus curing time in days.   Of the
pipeline samples that met the stabilization process specifications, 89 percent
had penetration resistances equal to or greater than 2.0 TSF after curing for
60 days.
     Examination of the pipeline discharge samples supports the conclusion
that the waste treatment process is effective in stabilizing these thickener
underflow slurries.  The results can be extrapolated to indicate that the
slurry deposited in the impoundment is also stabilizing as required to form an
environmentally acceptable landfill.   Undisturbed samples for testing have not
yet been recovered from the reservoir.  Due to the great water depth over the
deposit (resulting from the large quantities of surplus water discharged by
the power plant) it has not yet been practical to take borings through the
sludge.

X.   WATER QUALITY
     The federal and state regulations that govern the discharge of water from
an industrial source into the Ohio River set limits on solids content, certain
metals and water pH.  Prior to the first discharge of supernatant to the March
10, 1977, reservoir water samples were collected on a weekly basis from the
face of the dam, the sludge entrance area, and the upstream end of the reser-
voir - were checked against the limits of the river discharge permits.  This
discharge limits and the typical water quality test results are shown in Table
9.
     In addition to the discharge quality limits shown in Table 9, the regu-
lations also prohibit any discharge that will raise the Total Dissolved Solids
content (TDS) of the river above 500 ppm.  At low flow, the Ohio River carries
680 times the maximum reservoir discharge.  (Ohio River low flow = 41,000 gps
= 155,000 I/sec; Reservoir discharge = 60 gps = 225 I/sec.).  The high ^etal
Dissolved Solids for the river reported at the monitoring station at East
Liverpool, Ohio (Mile post 40.2) during 1975/76 was 314 ppm.  The highest TDS
recorded during the reservoir sampling program was 2660 ppm.  Dividing the
total TDS mass of the combined flows by the combined flow volume gives a
post-discharge river TDS at 318 ppm, well within the regulatory requirement.
In fact, the addition of the reservoir discharge increases the river TDS by
little more than one percent.
                                     588

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                        Figure 10.
Percentile Samples  2.0 Tons/Ft.2 vs. Curing Time
  Bruce Mansfield FGC Waste Disposal System
                           Pipeline discharge samples collected 7/7/76
                           to 12/9/76 having final pH 10.6
                     Curing Time, Days
                         589

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                           TABLE  9

            RIVER DISCHARGE PERMIT LIMITATIONS AND

   LITTLE BLUE RUN RESERVOIR WATER QUALITY CHARACTERISTICS


          BRUCE MANSFIELD FGC WASTE DISPOSAL SYSTEM
Water Quality
Characteristics
Regulatory
Limitations
Typical Sample
Characteristics
 Water pH

 Total Suspended
 Solids  (TSS)

 Dissolved Iron

 Total Aluminum
 Total Dissolved
 Solids  (TDS)
  6-9

30 ppm (daily aver.)
60 ppm (maximum)

7.0 ppm

5 ppm  (daily aver.)
10 ppm (maximum)

500 ppm in river
flow
    7.7

    7 ppm to 15 ppm


    . 1 ppm

    .2 ppm
 *See Text, page  588
                               590

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XI.  LESSONS LEARNED AND PROBLEMS SOLVED
     This system is to our knowledge the only full scale slurry system opera-
ting where multiple pumps are manifolded into multiple pipelines with variable
slurry flow, rate, and varying solids content.  The traditional method of
slurry pumping is a batch process.  This is not practical with power plant
operation, as the slurry flow is continuous varying with the plant generation
load.
     One of the first problems encountered was with the many valves required
for system flexibility and redundancy.  For efficiency of operation and to
accommodate pipecleaning pigs, these are full-port ball valves.  Design of all
ball valves on the market at this time incorporate a cavity between the ball
and the valve body.  Problems were encountered with the accumulation of the
sludge in the cavity of the balls and in the valve trunions.  Due to this
accumulation, some valves became inoperable, which reduced the redundancy and
increased the maintenance cost of the system.   During the summer of 1976 and
early 1977, experimentation proved that by modifying the valve bodies to allow
flush water pressurization of the cavity by introducing waterproof grease into
the trunions and by coating the balls with the water proof grease, valve
maintenance costs are significantly reduced.  Some modified valves have now
been in service since October, 1976, without failure.
     As a result of this problem, there is presently underway a testing pro-
gram for which several manufacturers have provided valves.   The results of
these tests are at the moment inconclusive, but some of the valves that are
presently in test in the Mansfield system are full port gate valves.   There
are two full port gate valves, six ball valves utilizing different types of
ball and seat trim.  In addition, there are two plug valves which, although
they cannot be put in the transfer line per se, are suitable in other appli-
cations in the system.  It is expected that results from this valve testing
program will probably be available in early 1978.
     Another problem was associated with the Calcilox additive weigh feeders.
The additive is fed gravimetrically as a percent of sludge solids into the mix
tank.  The original feeders were weight belt type feeders,  which took a signal
from the integrator and varied the belt speed to add the required amount of
agent.   Calcilox additive in the feeder created dust that caused belt slip-
page, and subsequent stoppage of the feeder.  These feeders were later re-
placed by a vibrating screw feeder that feeds volumetrically and is controlled
                                     591

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by a variable speed drive and an impact scale.   This system has proved re-
liable;  but periodic maintenance is required to prevent plugging and to pre-
serve accurate calibration.
     System operating experience had also shown that the sludges produced by a
pilot plant are necessarily representative of those produced by a full-scale
operation.   The sludge produced in the pilot scrubbers showed a deposition
velocity on the order of two feet per second.   The sludge produced under full
scale operation displays a 3.5 f.p.s.  deposition velocity in the pipelines.
Maintaining the pipeline velocity of the slurry above deposition velocity, is
required to prevent settling of solids in the line with the potential problem
of subsequent plugging.   It is believed that the increase in deposition velo-
city is the result of the increased particle size of sludge solids produced
under full  scale operation.   However,  the system design provided sufficient
flexibility to handle this change.

XII. FUTURE DEVELOPMENT
     Unit 2 began initial operation in July of 1977.  Since that time two of
the main slurry pumps have been in continuous operation.  To date, system
reliability has been 100 percent with two unit operation.
     Unit 3 is scheduled to begin operation in 1980.  It is anticipated that
observations of the system will continue, and that a decision will be made as
to whether additional slurry pumping units will be required to handle the Unit
3 load.
                                      592

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           MINE  DISPOSAL  OF  FGD  WASTE
             Sandra L. Johnson and Richard R. Lunt
                      Arthur D. Little, Inc.
                    Cambridge,  Massachusetts
ABSTRACT

    There is substantial capacity for placement of FGD waste in mines
in  the  U.S.. To be  technically viable, mines must  meet operational
criteria  of  capacity,  location,   and  accessibility.  Environmental
acceptability must be assessed on a site-specific basis. This paper
discusses the principal potential impact issues requiring evaluation dur-
ing mine site selection, including groundwater contamination, surface
water  contamination, sludge  stability/consolidation and fugitive  air
emission. Impact issues of both underground and surface coal mines are
discussed relative to the handling and placement techniques considered
technically feasible.
                                503

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                      MINE DISPOSAL OF FGD WASTE
1.  Introduction

Of principal concern with the widespread application of nonregenerable flue
gas desulfurization FGD systems is the disposal of the large quantities
of waste  produced.  Most utility installations of nonregenerable FGD
systems now in operation in the United States employ disposal methods in-
volving some form of on-site ponding or impoundment of the  waste produced.
Such ponds or impoundments require large tracts of land that may not be
readily available.  Depending on the sulfur content (and ash content) of
the coal, the land requirement for disposal can range from 0.2 acre-feet/
megawatt-year to over 1.0 acre-feet/megawatt-year.  Arthur D. Little, Inc.,
is now conducting a study for the Industrial Environmental Research Labora-
tories of the U.S. Environmental Protection Agency (under Contract No. 68-
03-2334) to evaluate the feasibility of using mines and the ocean as alternate
sites to ponds and landfills for the disposal of FGD  waste.   This study
involves three phases of effort:

     •  Phase I - Form an initial assessment of the technical,
        environmental, regulatory, and economic aspects of the
        disposal of FGD  waste  in mines and in the ocean, iden-
        tifying key issues and defining the most feasible dis-
        posal options.

     •  Phase II - Gather and develop additional information
        related to the key issues identified in Phase I for
        use in preparing a refined assessment of the various
        disposal options and in planning and implementing
        laboratory and field testing in Phase III.

     •  Phase III - Conduct simulation and/or demonstration testing
        of promising ocean and mine disposal options.

Phase I has been completed, and a report was issued in May 1977  (EPA-600/7-
77-051 and NTIS PB269 270/AS).   Phase II has also been completed and a
report is being written.  Phase III has begun and is expected to continue
for two years.

This paper discusses the prospects for disposing FGD  waste  in mines based
on the initial and refined assessments performed in Phases  I and II.  The
focus of our effort has been on the environmental effects of  waste disposal,
because that serves as the basis for developing disposal criteria, defining
and evaluating relevant technology, formulating conceptual disposal scenarios,
and assessing the adequacy of existing regulations for protecting  the
environment.

The overall assessment approach has been a three-step process involving:
                                    594

-------
     •  grouping of disposal sites by characteristic conditions
        and/or regions (Western versus Eastern mines, strip
        versus deep mines, etc.);

     •  evaluation of the impact of untreated  waste for an
        assumed simple disposal operation; and

     •  evaluation of the effects of controlling the disposal
        by limiting or altering  waste  properties, adjusting
        the method of placement, or imposing indirect measures
        to minimize impacts.

2.  Capacity and Technology Available for  Waste  Disposal

There are currently over 15,000 mines throughout the United States which
together produce over 0.5 billion tons of coal and 2.5 billion tons of  .
metallic and nonmetallic minerals each year.  About one-third of the mines
individually produce over 100,000 tons annually.  Such mines represent an
enormous capacity for the disposal of waste materials.

However, much of the capacity is clearly not suitable for FGD waste  disposal.
The method of mining, for example, can preclude practical  waste  disposal
operations.  Underground mining which employs caving or cut-and-fill tech-
niques leave little available void for waste  disposal.  In open-pit mining,
overburden is often removed from the mine area and the mineral is mined
downward from the surface in benches, or the mining operation may follow
the ore strata downdip from its surface outcrop, which requires that the
area mined be left open for access of haulage vehicles.

Four mine types provide the greatest potential for disposal of large quan-
tities of FGD waste  in  terms of overall technical feasibility:

     •  surface coal mines,

     •  underground room-and-pillar coal mines,

     •  underground room-and-pillar limestone mines, and

     •  underground room-and-pillar lead/zinc mines.

This selection is based on considerations of capacity for  -waste,  ease of
disposal, prevention of future resource recovery, and general proximity to
waste  sources.   This screening of mines was derived from a national per-
spective to focus on mine categories of greatest significance, so it does
not consider small mines that have site-specific conditions favorable to
waste disposal.

Coal mines are the most likely candidates for  waste disposal.  They offer
the greatest capacity for disposal and are frequently tied directly to
                                    595

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power plants.  This paper will focus on the use of coal mines; however,
the impacts and overall viability of disposal operations would be expected
to be generally the same for similar mining methods and environments.

In 1976, over 665 million tons of coal were mined in the United States.
About half of the coal was produced from underground mines and half in
surface mines.  Figure 1 shows the approximate distribution of coal mined
for utility consumption by region and mining method.  (By contrast, the
total combined production from limestone and lead/zinc mines amounts to
less than 10% of the total annual coal production.)  Table 1 shows the
1973 distribution of coal mines by region and mining method.  Of the total
coal produced, over 450 million tons of coal were mined for use in utility
boilers.

Depending upon the type of coal, FGD system, and emission standards to be met,
the volume of ash-free waste  (50% solids) can range from less than 5% to
almost 30% of the volume of coal burned.  However, the volume of coal
mined is not necessarily the volume of the available void space for dis-
posal.  For active surface mines and underground room-and-pillar mines
waste disposal  would have to be scheduled to keep up with the continuous
extraction/reclamation process.  This would not be a problem if the waste
produced from the coal at any particular mine were returned for disposal.
In underground mines, increased use of pillar robbing and long-wall mining
techniques allows roof collapse to fill a significant fraction of the void
and renders other void areas inaccessible.

The methods used in disposing of FGD  waste  in mines must be compatible
with the mining operation at each site.  The placement and handling tech-
niques for disposal of FGD  waste are available and demonstrated for storing
other materials in mines, although methods may require some modification
for application to FGD waste.

In surface mines there are basically three options for  waste placement:

     •  in the working pit, following coal extraction and prior
        to return of overburden;

     •  in the spoil banks, after return of the overburden but prior
        to final reclamation of the land; and

     •  mixed with or sandwiched between layers of overburden.

Figure 2 illustrates typical operations in surface area strip mines.
Figure 3 illustrates typical operations in contour strip mining.  Truck
dumping, such as that used for returning coal refuse, would be the easiest
and possibly the only practical method of placement.  In an active mine,
truck dumping in the pit is probably the most attractive option, because it
can be accomplished without construction of additional roads or accessways.
                                     596

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599

-------
  Overburden
                          BLOCK METHODS OF CONTOUR STRIP MINING
                                 The Truck Haulback Method
Coal Seam      Haul  Road     Waste Backfill




   The Scraper Haulback Method
                                             Overburden  Backfill
Overburden
Coal Seam
                 Haul Road   Waste Backfill      Overburden Backfill
                                          600

-------
However, for any of the options, the  waste must be relatively dry, and
disposal operations must be scheduled to cause minimal disruption of
mining operations.

In underground room-and-pillar mines, where the available disposal space
is downdip of the active mining area, waste can be placed either as a
slurry through hydraulic backfilling or it can be mechanically stowed as
a dry material.  Hydraulic backfilling has been used for stowing in metal
mines (where .?aa-lf:<" 11 vj a part or the mining operation) and for disposing
of fly ash in coal mines.  Ef hydraulic backfilling is used, bulkheads would
probably need to he constructed between pillars, and the  waste pumped
through boreholes drilled from the ground surface to the available mine
void.  Figure 4 illustrates hydraulic backfill operations in an underground
room-and-pillar mine.  In underground longwall mining (where the roof is
collapsed into the mine void), and in underground room-and-pillar mines
where the available space for  waste  disposal is updip of the active mining
operation, dry waste  can be placed either by mechanical or pneumatic
stowing.  Coal refuse has been placed by pneumatic means in some European
underground room-and-pillar mines.

3.  Waste Characteristics
(a)  Chemical Properties

Both the chemical composition and the physical and engineering properties
of the waste  produced by any FGD system at any particular time will depend
upon a variety of factors including:

     •  composition of the coal burned;

     •  type of boiler and its operating conditions;

     •  method of particulate control employed; and

     •  type of FGD system and the way in which it is operated.

Thus,  waste  characteristics and chemical composition can vary over extremely
wide ranges.

The principal substances making up the solid phase of FGD waste are
calcium-sulfur salts (calcium sulfite and/or calcium sulfate) along with
varying amounts of calcium carbonate, unreacted lime, inerts and/or fly
ash.  The ratio of calcium sulfite to calcium sulfate (present as CaS04 •
1/2 H20 or gypsum, CaSO^ • 2H20) will depend principally on the extent to
which oxidation occurs within the system.  Oxidation is generally highest
in systems installed on boilers burning low sulfur coal or in systems where
oxidation is intentionally promoted.  Fly ash will be a principal constituent
of waste  only if the scrubber serves as a particulate control device in
addition to S02 removal, or if separately collected fly ash is admixed with
                                    601

-------
    Shaft
                                                          Pump-Out
                                > -•.'_>/
                         fc^ Boreholes
                                                  1^H ,S'.X  Decant Water
                                      Pillars of Coal
                                      Left in Place
FIGURE 4  HYDRAULIC BACKFILLING OF WORKED OUT PORTION

          OF A ROOM-AND-PILLAR COAL MINE
                   602

-------
waste.   The amount of inerts and unreacted raw materials  (lime and/or
limestone)  in  wastes  will depend upon  the quality and utilization  of raw
materials  (system stoichiometry).

A variety  of trace elements  find their  way into FGD  wastes  from  a  number
of sources:  from coal where they are present either in mineral impurities
or as organometallic compounds;  from lime, limestone, or other reagents
used in FGD wastes;  and even from the  process water makeup  used.   The
greatest source of trace elements, though, is from the coal  fired,  and
the levels  of  trace elements depend primarily on their level in the coal,
the amount, if any, of ash that  is collected or admixed with the  wastes and
the efficiency of the scrubber system in capturing trace metal vapors and
fine particulate.  Most of the elements in coal are not highly volatile
and will be retained in the  ash matrix  (either as fly ash  or bottom ash).
The concentrations in the  waste of those elements that are  most  highly
volatile (notably arsenic, mercury, selenium, beryllium, chloride,  and
fluoride)  will depend on the extent to  which they are present and released
from the coal, and more importantly, the efficiency with which they are
captured in the scrubber.  Mercury and  selenium are likely to be  present
in the flue gas as elemental.vapors that might not be scrubbed efficiently;
chloride and fluoride are almost completely released from  the coal  and are
very efficiently scrubbed.   Fluoride usually ends up in the  solid phase
of the waste;  chloride, in  the liquor  phase.

Liquid phases  of FGD wastes  contain dissolved a variety of  substances
ranging from traces of a variety of metals to substantial  amounts of commonly
occurring  ions such as sodium, calcium, magnesium, chloride, and  sulfate.
As was the  case with composition of  waste solids, concentrations of soluble
substances  in  waste  liquors can vary by two orders of magnitude  or more.
The total  dissolved solids (TDS) level  can vary from about 2,500  mg/liter
to as much as  100,000 mg/liter, depending upon the chloride/sulfur  ratio
in the coal, type of system, and the extent to which solids  are dewatered
(and washed),  if at all.  However, because of the insolubility of many of
the trace  metal hydroxides only a very  small fraction of each trace metal
present in the waste  is found dissolved in the waste  liquor.

(b)  Physical  Properties

For the most part, wastes  are fine grained, with particle size distributions
falling in the range of 5-50 microns, a range corresponding  to silty to sandy
soil.  However, particles both smaller  (< 1 micron) and larger (at  least 200
microns) have been observed.  Figure 5  shows particle size distribution
curves for wastes  sampled from a number of different operating FGD systems.

Viscosity  of FGD wastes and the extent to which they can  be dewatered de-
pends upon the size and shape of the crystals and the quantity of fly ash
present.    The highest viscosities have  been observed for agglomerated sulfite-
rich crystals.  These become difficult  to pump at greater  than 40%  solids.
They can be typically thickened to 20-40% solids and filtered to  40-75%
solids.  The lowest viscosities have been observed for wastes containing
a high fraction of gypsum and/or fly ash.   These wastes  can  be pumped in
concentrations as high as 70% solids or more.   Sulfate-rich  wastes   can
usually be thickened  to 30-60% solids and filtered to 60-90%  solids.

                                    603

-------
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 If the solids content of FGD  wastes is increased sufficiently by  filtration,
 centrifugation, or other means as addition of fly ash, the  waste  can be
 compacted to a material which can be quite firm and which, if confined, can
 support considerable weight.  However, the unconfined compressive  strengths
 of such materials frequently range  from nil to 20 psi.

 (c)  Effects of Treatment

 Treatment of FGD  wastes  by the addition of lime and fly ash (or similar
 source of silicate) can produce a relatively hard material when compacted.
 Such materials generally exhibit unconfined compressive strengths  in the
 range of 100-400 psi (or higher).   Treatment also tends to reduce  permea-
 bility.  Reported values of permeability coefficients for treated  materials
 range from 10~5 to 10~' cm/second,  as compared with 10~4 to 10"^ cm/second
 for untreated compacted materials.

 Preliminary data on leachate potential obtained from accelerated laboratory
 leach tests and field testing in ponds indicated that treatment, in addition
 to increasing strength and reducing permeability, may reduce the concentra-
 tion of dissolved solids and the predominant soluble ions which constitute
 TDS in leachates.  In addition, the improved handling properties of treated
 wastes  in  many cases should permit better control of waste placement and
 allow better management of the disposal site.

 4.  Impact Issues of FGD Waste Disposal in Coal Mines

 There are four major impact issues  to be assessed prior to any disposal of
 FGD waste in coal mines.  These same basic issues are also most significant
 for other categories of mines, although the discussion in this paper is
 limited to coal, namely:

     •  groundwater contamination,

     •  surface water contamination,

     •  waste stability/consolidation, and

     •  fugitive air emission.

 (a)  Groundwater Contamination

 Groundwater contamination due to mine disposal of FGD waste varies with the
 type of mining technique employed, the climate where the mining occurs,
 and the geologic conditions of each mine.   In surface coal mines,  the degree
 of leachate production will be a function of whether the groundwater table
 is above or below the waste  layer after disposal.   In very deep underground
mines,  where the confining strata is dense and relatively impermeable because
 of overlying static loading, groundwater movement is very slow and the degree
 of recharge to surface water and wells would be very limited.   Disposal of
 FGD waste  in an underground mine which lies well above the groundwater
 table and is separated from the groundwater table by a relatively  impermeable
 and plastic rock should also have minimal impact.
                                    605

-------
Leachate production from a waste  deposit is a direct function of the rate
of groundwater flow through the deposit.  The flow would be limited by the
waste  (in-place)  permeability as well as the surrounding strata permeability,
depending on which is lower.

Initially, such water will flush interstitial waste  liquors from the de-
posit.  However, it may take tens to hundreds of years for one waste  pore
volume of, groundwater to pass through a given waste  deposit.  Leachate
from  waste  would move in a plume or a slug through the fractures and
solution cavities of underlying strata until it eventually discharged to a
downgradient well or surface water.  The significance of the leachate would
then depend on both baseline groundwater and leachate concentration levels
and the use of the downgradient aquifer as a water supply.

Leachate concentrations would not be greater than the initial liquor con-
centrations (see Table 2) and after the first flush would not exceed equilib-
rium concentrations.  According to laboratory testing, most of the total
dissolved solic!s in waste  liquor are calcium, magnesium and sodium chlorides
and sulfates, which are not attenuated or precipitated to any measurable
degree.  Only a small amount of the total dissolved solids is attributed to
trace elements such as arsenic, boron, cadmium, chromium, copper, lead,
mercury, and zinc.  In the mine disposal cases, the FGD waste is not mixed
with soil matrix to provide attenuation through cation exchange capacity,
and iron present in mine drainage may not be in a form which encourages
precipitation.

Selenium and chromium are expected to be especially troublesome solubles
in the leachate because they dominantly appear in the anionic form in waste
and are therefore not affected by cation exchange and cation oxide pre-
cipitation mechanisms.  Arsenic and boron are expected to leach because they
are not readily precipitated, absorption being their primary mechanism of
attenuation.  Aluminum, beryllium, cadmium, copper, cobalt, iron, lead,
manganese, mercury, molybdenum, nickel, and zinc are expected to be partially
attenuated by precipitation mechanisms under the neutral to alkaline pH
conditions.  Where limestone is present, carbonate salts may form with
cadmium, copper, iron, lead, and zinc.  With acidic background groundwater,
potential for precipitation of metals is limited.

It is recognized that total dissolved solids and trace elements in leachate
may be of prime concern.  The leaching of sulfite or total oxidizable sulfur
(TOS) from  wastes is also of concern.  Since it is readily oxidized to
sulfate, TOS represents an immediate oxygen demand to groundwaters and re-
ceiving waters.  TOS may also be potentially toxic to aquatic life.

Sulfite can be present in the.waste in two forms:  as soluble sulfite (or
bisulfite) in the liquor occluded with the  waste;  and in the  waste solids
as calcium  (and magnesium) sulfite.  The amount of sulfite in the 'waste
will depend upon a number of factors which affect the degree of oxidation of
absorbed S02.  The principal factors are the type of FGD process in which
the  waste is produced, the operating conditions of both the FGD process
                                    606

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and the boiler, and the characteristics of the coal fired.  The manner in
which the waste  is processed (e.g., further dewatered, admixed with ash,
etc.) and handled prior to and during disposal can also significantly
affect t .Ifite levels due to sulfite oxidation by the air.  Sulfite levels
initially in the liquor phase of FGD waste  can range from nil to hundreds
of ppm.  Similarly, the amount of sulfite in the  waste  solids can vary
from nil to greater than 95% of the total calcium-sulfur salts present.

Since permeation of groundwater through the waste would normally be much
slower than the dissolution rate(s) of the solids, the leachate would
be expected to be saturated with respect to calcium sulfite.  Saturation
levels of sulfite would be dictated, then,  by the solubility product
of calcium sulfite and would depend principally upon the ionic strength
and calcium concentration of the leachate.

Laboratory tests conducted at Arthur D. Little, Inc., using simulated ground-
vater indicate equilibrium sulfite concentrations on the order of 30 to 70
ppm for sulfite-rich  wastes.   Within this range  sulfite concentrations
increase with decreasing groundwater hardness (Ca-H- = 6 to 234 ppm), and
increasing Ionic strength (u = 0.01 to 0.033 M).  These results are
consistent with prior data on leaching of sulfite-rich  wastes using
d:' "tilled water.

Th^re are a number of factors, though, other than ionic strength and
calcium concentration which can importantly affect the actual levels of
sulfite achieved and the quantity of waste  dissolved in any given disposal
situation.  These include:

     •  The relative amounts of sulfite and sulfate solids
        in the  waste and the crystalline morphology of the waste—
        the less sulfite present, the lower the equilibrium
        sulfite concentration.

     •  Th   ixygen content of the groundwater—oxidation of sulfite
        will generally not appreciably change the final TOS
        concentration, but it may increase the rate of sulfite-
        rich  waste dissolution.

     •  The groundwater acidity and the  waste alkalinity—relatively
        high groundwater acidity can increase sulfite dissolution
        if not neutralized by the  waste;  however, if neutralized
        by the  waste it can actually decrease soluble sulfite  levels
        due to  increased calcium concentrations.

     •  The presence of microorganisms which  can  catalyze  chemical
        reactions and affect the local balance of sulfur species
         (oxidation/reduction).

Factors to consider in mitigating the degree  of groundwater contamination
are  the site selection, oxidation achieved within the  scrubbing process,
waste dewatering, waste treatment,  in-field waste compaction, and altered
waste placement procedures  (e.g., placing waste in a. surface  mine's  spoil
bank rather than at the base of the worked out pit).

                                    608

-------
In certain instances, FGD waste disposal may improve groundwater quality.
For mines experiencing acid drainage, FGD waste disposal may limit formation
of acidity by sealing the reactive pyrite from air exposure and resulting
oxidation and disposal of alkaline FGD  wastes  may buffer the existing
acid drainage.  Limestone waste (with significant concentrations of un-
reacted calcium carbonate) is probably best for such neutralization.

(b)  Surface Water Contamination

Surface water contamination can originate along 3 pathways:  contaminated
groundwater recharge, contaminated surface runoff, and mine drainage effluent
discharge.  The extent to which any source is significant depends on the
relative flow of the contaminated source to the assimilating flow of the
receiving surface stream within the mixing zone.  For example, if sulfite
concentrations in leachate are about 20ppm, the depletion of oxygen in
a stream having dissolved oxygen level  of 7ppm would not be significant
if the relative flows of surface water to leachate were five to one.  The
chemical constituent contribution of FGD waste to any of the three path-
ways would be comparable to the levels found in leachate.  Therefore, the
contributions would not exceed the initial liquor concentrations during
first flush (see Table 2) and equilibrium concentration thereafter.

(c)  Physical Stability/Consolidation

Physical stability/consolidation of FGD waste in a mine depends largely
on physical engineering properties of the waste as well as the engineering
design for disposal.  Untreated FGD wastes are fine grained and generally
behave like inorganic silts or fine sands.  The FGD wastes usually have a
high moisture content (subject to partial dewatering by filtration as cen-
trifugation) and are uncohesive and nonplastic.   As a result, they are
subject to settlement and to liquefaction after placement.

Soil mechanics testing indicates that admixture of FGD waste with soil
or fly ash to increase solids content has a positive effect on shear
strength characteristics (increasing cohesion and decreasing the angle of
internal friction) and on consolidation (decreasing compression indices).
Similarly, compaction at optimum moisture increases sheer strength and
decreases consolidation.

In-field engineering precautions may also be used to ensure the stability
of the waste disposal area.   In surface mines, some overburden may be
placed as an embankment in the worked-out pit to contain the dumped FGD
waste.

Because of the sulfate, sulfite and chloride levels typical of FGC waste,
it is expected to corrode concrete and steel.  Therefore, bulkhead con-
struction would probably require utilization of corrosion-resistant Type
V Portland Cement, low water-to-cement weight ratios and epoxy-coated steel.

(d)  Fugitive Air Emissions

Fugitive air emissions which result from essentially uncontrolled non-
point sources (versus controlled point sources such as stacks or vents)
are the most difficult of all emissions to monitor.  No definitive re-

                                    609

-------
search has been done to develop fugitive factors for various types of
FGD waste   as influenced by moisture content, age, manner of storage
and meteorological conditions (wind, temperature, etc.)-  In general,
under normal wind velocities, inorganic particles having diameters larger
than 74 microns (No. 200 mesh) tend to settle out of the air in less than
100 feet, and particles with diameters less than 30 microns have drift
potentials in excess of 1000.  Based on available particle size distri-
bution data, wastes  produced by FGD systems are generally fine grained
(less than 74 microns).  Pure sulfate crystals in wastes  tend to be fine
sand size, while sulfite and mixed sulfite/sulfate crystals tend to be
silt size.  Therefore, depending on the oxidation achieved in the FGD
system, the portion of particle sizes below 74 microns  can range from
approximately 60% to 95%.

Particles less than 2 microns in size have been referenced as being a
potential health hazard because they can reach the lungs and cause an
irritation possibly leading to a form of pneumoconiosis.  The portion of
waste  of  particle size less than 2 microns is usually  on the order of
5% or less.  As a result, it is expected that of the dry waste  which could
be windblown as individual particles, only a minor portion would be suscep-
tible to human inhalation and retention.

Based on field and laboratory observation, if the surface of FGD waste
is exposed to a drying atmosphere for more than a week  it would represent
a particulate pollutant source.  Activity associated with transport and
handling accelerates drying and increases the susceptibility to becoming
airborne.  During stockpiling of dewatered FGD waste, emission may be
linited by continuously spraying the piles with a fine  water mist.
Operations may be scheduled so that the  waste surface  is continuously
renewed, by either adding moist fresh waste  or removing dry exposed
tfaste.   During transport of  waste by truck or rail, covering may be
required.  Also, chemical treatment of FGD waste may be used to ag-
gregate particles.  Treatment techniques which result in a soil-like
product may have only  a slight effect on the particle size distribution
and would likely have  little beneficial impact on fugitive emissions.
He /ever, fixation techniques which  create FGD waste  products resembling
a soil-cement or low-strength concrete offer potential  as mitigative
neasures.

A potential gaseous fugitive emission would be sulfur dioxide.  When FGD
waste  is exposed in a mine environment containing acid mine drainage, it
is possible that the calcium sulfite portion of the  waste  will react with
the sulfuric acid in the drainage and release sulfur dioxide gas.  This
reaction would be expected to occur only in the initial period following
disposal, because the  buffering capacity of the  waste   would eventually
raise  the pH of the mine drainage.

Over the long  term, microbial activity could cause S02  evolution.  In a
closed aqueous environment with faculative anaerobes oxidizing organics
                                    610

-------
 (e.g.,  coal),  dissolved  oxygen would  be  reduced  first.   In sequence,
 nitrate,  manganese  oxide,  ferrous hydroxide,  sulfate  and carbon dioxide
 would then be  reduced.   With dissolved oxygen in groundwater being limited
 (probably less than 3ppm),  and the  other oxygen  sources  listed  also
 present in minor  amounts,  it is  likely that sulfate would be microbially
 utilized  as an oxygen source.  Long-term formation of calcium sulfite and
 resulting evolution of S02  may result.

 Mines may suddenly  belch gas when there  is a  drop in  barometric pressure.
 Therefore,  over the long term, sulfur dioxide in equilibrium within the
 waste  deposit could suddenly be out-gassed as the weather changed and
 the barometric pressure  dropped.

 S02 evolution  could represent a  potential health problem for mine  workers.
 If S02  adsorbs onto dust in the  mine,  it has  an  increased likelihood  of
 being ingested and  causing  damage within a worker's lungs.   OSHA recommends
 an eight-hour  average Threshold  Limit Value for  S02 of 5 ppm.  In  a mine,
 dilution  is a  function of  the mine  dimensions and the ventilation  through-
 put.  The amount  of S02  evolution is  a function  of the final pH of the
 mine  drainage/FGD waste  solution and  the amount  of waste surface area
 exposure  relative to the amount  of  mine  drainage. For a specific  FGD
 waste  disposal proposal,  the expected release of S02 from a specific waste
 could be  estimated  and the  ventilation throughput requirements  could  con-
 ceivably  be determined.   Also, the  potential  for long term S02  evolution
 can be  minimized  by decreasing the  available  waste surface area through
 chemical  treatment.

 Based on  the potential adverse health effects to miners  within  a closed
 underground mine  environment from S02 evolution, FGD  waste should  not be
 placed  in mines where the  drainage  has a pH less than 4.

 5.  Regulation  of Mine Disposal

 Regulation  applicable to the  four major  impact issues discussed  above  is
 accomplished under nine major federal laws.   See  Table 3  for  a  list of
 the impact  issues with the  corresponding  legislation  and  administrative body.
 While some  environmental degradation is  expected  from disposal  of  FGD  waste,
 enforcement  of  these laws should adequately limit their  significance  in
 terms of public health and  safety.  For example,  although some  groundwater
 degradation  attributed to leachate concentrations of  total dissolved  solids,
 trace metals and TOS would  occur, enforcement of  the  Resource Conservation
 and Recovery Act and the Safe Drinking Water Act would limit  degradation
within those ranges considered acceptable for the aquifer's intended uses.
 The main thrust of each law as it applies to disposal of FGD waste in  coal
mines is summarized in the  following paragraphs.   The laws governing pro-
 tection of miner/worker health and safety and transportation  of  the wastes
 rely heavily on federal enforcement.  The other laws  discussed below rely
 on state enforcement programs modeled after guidance  and criteria  developed
by federal  agencies.
                                    611

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                                    TABLE 3
                REGULATION OF FGD WASTE DISPOSAL IN COAL MINES
Impact Issue

Ground Wastes
  Contamination
Su face Water
  Contamination
    Legislation

•  Resource Conservation and
   Recovery Act of 1976

•  Safe Drinking Water Act
   of 1974

•  Federal Water Pollution
   Control Act Amendments of
   1972
   Administrator

•  Environmental Protec-
   tion Agency

•  Environmental Protec-
   tion Agency

•  Environmental Protec-
   tion Agency
Waste Stability/
  Consolidation
•  Surface Mining Control and
   Reclamation Act of 1977
•  Office of Surface Mining
   Reclamation and Enforce-
   ment
                      •  Dam Safety Act of 1972

                      •  Federal Coal Mine Health
                         and Safety Act of 1969

                      •  Occupational Safety and
                         Health Act of 1970
                                      •  Army Corps of Engineers

                                      •  Mining Enforcement Safety
                                         Administration

                                      •  Occupational Safety and
                                         Health Administration
Fugitive Air
  Emissions
   Clean Air Act of 1974
                      •  Federal Coal Mine Health and
                         Safety Act of 1969

                      •  Occupational Safety and
                         Health Act of 1970
   Environmental Protec-
   tion Agency

   Environmental Protec-
   tion Agency

   Environmental Protec-
   tion Agency
                                        612

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The Resource Conservation and Recovery Act is the major legislation regu-
lating environmental protection (e.g. groundwater protection) from mine
disposal of FGD waste.  Section 4004(a) of the Act requires development of
environmental criteria to classify disposal areas as either open dumps or
sanitary landfills.  The criteria is expected to address land disposal
broadly—including impoundments, land spreading, and surface mine disposal.
Following the promulgation of criteria, state plans will be developed so
that existing open dumps will be closed or upgraded and future land
disposal will meet sanitary landfill criteria.  The criteria are expected
to prohibit any groundwater contamination which would require additional
groundwater treatment for intended uses.  To achieve the criteria, it is
likely that either:  sites would be lined or have adequate impermeability
and soil attenuative capacity to protect groundwater quality (unlined
sites must also have a contingency plan to amend contamination when/if it
occurs), or the waste would be chemically treated (e.g., admixed with fly
ash and lime).

Under the Safe Drinking Water Act, states are required to adopt programs
prohibiting underground injection of wastes without a permit.  Regulations
for the state underground injection control programs were promulgated by
the Federal EPA and apply to all deliberate subsurface emplacement of
wastes by wells.  The principal regulatory objective is protection of ground-
water from endangerment of viable drinking water sources.  The regulations
would apply to underground mine disposal of FGD wastes through boreholes,
and would be likely to require either:  disposal of chemically treated
wastes, or disposal within an underground region that does not recharge a
viable drinking water source.

FGD waste disposal would affect regulation of effluent discharges under the
Federal Water Pollution Control Act Amendments.  Current Effluent Limitation
Guidelines are based on the principal chemical constituents typically found
in mine drainage.  Introduction of a waste material could alter the desig-
nation of significant constituents which should be limited, as well as the
final effluent concentrations which are achievable by available technology,
resulting in a need to modify the Effluent Limitation Guidelines.

Under the Surface Mining Control and Reclamation Act, placement of any waste
within a surface mine is prohibited if it would pose an environmental or
health hazard or cause physical instability of the mine area.  Actual mine
disposal regulation for purposes of groundwater protection would probably
occur under the Resource Conservation and Recovery Act and disposal would
probably have to meet sanitary landfill criteria.  However, the physical
stability of FGD waste storage piles or mine disposal areas would be
regulated under this Act.  The physical stability of wastes impounded by
a dam during storage could be regulated under the Dam Safety Act.  Under
this Act, an initial inspection and inventory of existing dams was accom-
plished along with recommendations of dam specifications and inspection
procedures to be included in further laws and regulations.  Eventually,
states will establish their own programs consistent with federally pro-
vided model legislation and guidelines.
                                    613

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 Standards promulgated under the Federal Coal Mine Health and Safety Act
 are designed to protect miners from accidents and disease.  For example,
 the standards apply to air contamination from fugitive air emission of
 particulates or sulfur dioxide, noise, waste stability, and safeguards
 for mechanical and electrical equipment.  Similarly, standards promulgated
 under  the Occupational Safety and Health Act would  focus on protecting
 workers in all aspects of FGD waste disposal outside of the mine  fenceline.

 The Clean Air Act would be the primary vehicle for  regulating regional
 distribution of fugitive air emissions which may result from uncontrolled
 nonpoint sources involved with the handling and storage of FGD waste.
 Regulation would be accomplished under provisions of the Act requiring
 that no emitting source interfere with the achievement and maintenance
 of National Ambient Air Quality Standards (e.g., standards for sulfur
 oxides and particulates).  In some cases, chemical  treatment of waste or
 dust suppression methods may be required.

 6.  Summary

 Based upon the potential impacts of mine disposal of FGD waste and the
 anticipated regulatory requirements,  there are four principal operational
 parameters that can be used to minimize the significance of impacts to the
 environment and public health:

     •  scrubber system operation (waste characteristics);

     •  site  selection (site  geology);

     •  waste treatment;  and

     •  placement procedures.
The type of scrubber system and the manner in which it is operated is generally
dependent upon the type of coal burned and the S02 emissions regulations.
Together, these dictate the chemical and physical characteristics of the wastes-
the levels of soluble solids, trace metals and sulfite; the buffering capacity
(pH);  and the particle size distribution and crystalline morphology.  The
sulfite/sulfate ratio in the wastes which affects the potential for S02
evolution and TOS release is determined by the degree of oxidation in the
scrubber system.  The solubles content of the wastes depends primarily on
the type of system (lime, lime with Mg addition, double alkali, etc.), the
composition of the coal (ash) and the degree of oxidation.  The level of
trace metals varies with the ash composition and the quantity of ash (admixed
or  simultaneously removed)  in the wastes.  The quantity  of  ash  along with
the particle size distribution and crystalline morphology of the  calcium
sulfur salts, and the degree of  waste dewatering determine the potential
for fugitive emissions and  liquefaction.
                                    614

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Site selection can affect not only the amount of leachate produced from
FGD waste disposal, but also the degree of corresponding groundwater con-
tamination.  In general, disposal sites should not have a direct hydraulic
connection with a useable groundwater supply; nor should there be a
direct connection with small streams having limited assimilative capacity
relative to the flow rate of contaminated groundwater.  Site selection is
also important in terms of background groundwater quality, as it can affect
the dissolution rate of the chemical constituents in the wastes.
Both chemical treatment and compaction serve to increase the dry density of
the waste, decrease the waste permeability and decrease the exposed waste
surface area.  As a result leaching, liquefaction, consolidation, and
fugitive air emission impact potential can be lessened.  The improved
handling properties of treated wastes  should in many cases permit better
control of waste  placement and better management of the disposal operation.

Placement procedures can affect the impacts by further isolating the FGD
waste from groundwater and surface area  (e.g., placement in a surface mine
spoil bank) or containing the waste (e.g., bulkheads).  Placement in com-
bination with proper site selection and management probably ranks as the most
important single method of controlling adverse impacts.

 In general,  the  cost  of  mine  disposal  is expected to be  comparable  to  that
 of other land  disposal options,  and in many  cases may be considerably  lower.
 In an active mine there  are no direct  land costs  (except as included as
 part of a fee),  and,  since the disposal can  be  carried out as  part  of  re-
 clamation activities,  in most cases there should  be  minimal earthmoving
 or site construction  over that required for  the normal reclamation.  As in
 other disposal operations,  costs can be quite sensitive  to transport mode
 and distance and the  degree of treatment and control required.
                                     615

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POTENTIAL  MARKETS  FOR  SULFUR  DIOXIDE  ABATEMENT  PRODUCTS
                                      J. I. Bucy

                         Emission Control Development Projects
                              Tennessee Valley Authority
                                Muscle Shoals, Alabama

                                         and

                                    J.  M. Ransom

                           Division of Agricultural Development
                              Tennessee Valley Authority
                                Muscle Shoals, Alabama
            ABSTRACT

                Air quality regulations require control of sulfur oxides emissions
            from power boilers. Recovery of sulfur in useful form would avoid waste
            disposal and conserve natural  reserves. Marketability of byproducts is
            an uncertainty. Two EPA-sponsored studies were conducted by TVA to
            evaluate market potential for gypsum byproducts, sulfur, and sulfuric
            acid. A cost model was developed to estimate the least cost compliance
            method from three alternatives: (1) selecting a clean fuel strategy, (2)
            selecting a limestone throwaway scrubbing technology, or (3) selecting
            a sulfuric acid-, gypsum-, or sulfur-producing scrubbing technology. For
            plants where  production  of byproducts was the economic choice, a
            market  simulation  model  was  used  to  evaluate  distribution of
            byproducts in competition with existing markets. Significant amounts
            of sulfuric acid could be produced from sulfur oxides in power plant flue
            gas and sold in competitive markets. Production and sale of byproduct
            gypsum have  potential for control of a  minor portion of  the required
            reduction in sulfur oxides emissions.
                                         616

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                POTENTIAL MARKETS FOR SULFUR DIOXIDE ABATEMENT PRODUCTS
     Air quality regulations require fossil fuel-fired power plants to meet emission
limitations on sulfur oxides formed when sulfur in the fuel is burned.  The current
alternatives are use of low-sulfur fuel that meets the emission regulation or use of
flue gas desulfurization (FGD) technology to remove sulfur oxides after the fuel is
burned.  Other technology to convert high-sulfur fuels to clean gas or liquids is
being developed but is not fully developed.

     The electric utility industry would generally prefer use of complying fuel.
However, coal supplies that meet the emission regulations are in short supply in the
eastern part of the country where a major portion of the power is produced.  Some of
the coal in the Western States is sufficiently low in sulfur to meet the present
New Source Performance Standards (NSPS), but limitations on mining and transportation
facilities reduce the potential of this fuel supply for use in the industrial East.
Moreover, proposed changes to the regulations could prevent use of coal from regions
outside the area of use.

     FGD technology is still in the development stage, but several power companies
have installed FGD systems to comply with the regulations while burning high-sulfur
fuel.  Most of the processes are based on scrubbing with lime or limestone and
produce sludge that must be discarded in storage ponds.  This practice commits large
land areas to nonproductive use.  Technology for recovery of sulfur in useful form
is also under development.  These processes will provide an alternative to producing
waste solids and will allow conservation of natural sulfur reserves.  An effective
method for evaluating market potential of recovered products and for identifying
the most likely mix of compliance strategies is needed to provide guidance to the
utility industry in selecting from alternative systems.

     In order to provide perspective on the potential use of recovery technology,
EPA contracted with TVA to carry out a series of studies to develop a method for
comparison of FGD systems to evaluate market potential for abatement products, to
characterize and identify power plants that are the most likely candidates for
producing useful products, and to characterize and identify the most likely demand
points for the byproducts.

     The following paper presents in two separate sections the results of a sulfuric
acid market study and a gypsum market study.
                                         617

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     POTENTIAL ABATEMENT PRODUCTION AND MARKETING OF BYPRODUCT SULFURIC ACID

                                IN THE UNITED STATES
INTRODUCTION

     Emission control regulations for the electric power industry require utilities
to either burn fuel with a low enough sulfur (S) content to meet the standard or to
remove a portion of the S before, during, or after combustion.  Coal is the pre-
dominant fuel for power boilers and its use will increase.  Utilities prefer use of
complying coal compared to other alternatives for control.  However, low-S coal is
not generally available near the areas of high electricity demand.  Technology for
removal of S from coal prior to or during combustion is being developed but will not
make a substantial contribution to control in the near term.  The primary alternative
to use of low-S fuel is removing sulfur oxides (SOX) from the flue gas produced when
the coal is burned in the boiler.  Use of flue gas desulfurization (FGD) technology
currently accounts for only a minor portion of the control required, but its use is
growing as a result of limited alternatives to meet compliance schedules.  Most
applications are based on lime and limestone scrubbing.  These methods produce high
volumes of waste solids for utilization or ultimate disposal.  Technology for recovery
of S in useful form is being developed and, when available, will provide an alterna-
tive to production of waste solids.  Recovery of S from flue gas would conserve
natural S reserves and reduce the requirement for energy used in mining S.  One of
the major uncertainties associated with this approach is the marketability of
recovered S byproducts.

     In this study sponsored by EPA, TVA has evaluated the potential markets for S
and sulfuric acid (H2S04) that could be economically produced by the power industry
as an alternative to use of clean fuel or limestone scrubbing.  A market simulation
model was developed to evaluate distribution of byproducts from smelters as well as
power plants in competition with the existing markets based on an assumed S price
of $60/long ton.  This value of S is representative of projected costs of production.
Recovery of S from gas and oil was not included in the study although delivered
price of S reflects this competition.


CONCLUSIONS

     A greater portion of future supply of S will have to come from other than
natural sources.  Beyond the year 2000, the demand will exceed the supply of
natural S.-'-  Recovery of S byproducts from coal combustion could make a substantial
contribution to the additional supply.

     The entire U.S. electric utility industry was characterized from Federal Power
Commission (FPC) data with respect to plant age, fuel type, capacity, load factors,
and SOX emission rates for the operating year 1978.  Out of a total of 3382 boilers
located at 800 power stations, 833 boilers at 187 stations were projected to be
out of compliance with current applicable emission regulations.  The total SOX
emissions from these 187 plants is equivalent to 17.5 million tons of ^SO^; total
H2SO^ consumption was estimated to be 32.2 million tons in 1978.  Therefore the
total market is about twice the potential byproduct production.

     For the plants estimated to be out of compliance, limestone scrubbing is
generally the least-cost scrubbing method when credit for byproduct sales is not
included but when credit is applied, production of byproducts becomes competitive;
of the alternatives considered in this study using currently applicable technology,
production of ^SO^ was less expensive than production of S.  An alternative to use
                                         618

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of scrubbing was provided by comparing the cost of scrubbing with selected .values
of premium cost of complying fuel.   The values were selected to determine the effect
on potential volume of abatement products.

     When the clean fuel premium was set at $0.70/MBtu (M c one million), the mix
of least-cost compliance methods was:

                           Purchase complying fuel   71 plants
                           Use limestone scrubbing   87 plants
                           Produce byproduct acid    29 plants

The amount of acid produced and marketed totaled approximately 6 million tons; an
additional 5 million tons could have been produced at a lower cost than the
alternative compliance method selected but could not be sold in competition with
acid produced from elemental S priced at $60/ton.  The simulation model was designed
to allow the nonferrous smelter industry to compete with the utility industry for
byproduct markets.  The total byproduct acid supplied from both industries was
7.11 million tons or 22% of the total H^SC^ market; however, some of the plants that
are good candidates for recovery may be implementing other compliance plans.  The
control of sulfur dioxide (S02) emissions in the utility industry through use of
recovery technology could contribute 56% of the estimated total reduction needed for
the industry to be in compliance.  Further use of recovery technology will depend
primarily on substantial increases in elemental S prices which are difficult to
predict in the near term.  Reduction in the cost of control technology would also
increase the potential for increased production of byproducts, but the costs are
not likely to improve significantly.  Reduction in transportation costs is a more
realistic possibility for improving economics of marketing byproduct acid.  Higher
levels of clean fuel premium would not affect the results since the supply at the
maximum value studied exceeded the demand.

     The development of data bases and programs for use of the model to predict
byproduct market potential resulted in capability to perform other highly relevant
calculations.

     The scrubber cost generator may be used to estimate the investment and operating
costs of alternative scrubbing systems for all existing and planned power plants.
In this study, costs were estimated for limestone, magnesium oxide (MgO), and
Wellman-Lord/Allied scrubbing systems for all plants projected to be out of
compliance in 1978.  For use in the study, relativity of costs was the primary
interest.  However, the input cost data could be refined to reflect special design
considerations for specific plants to improve the accuracy of estimates.

     The procedure for evaluating compliance status based on applicable standards
and FPC projection of fuel characteristics may be used to estimate the effect of
changing emission standards on the cost of compliance.  This study was based on the
State Implementation Plans  (SIP) regulations that were in effect as of June 1976.

     The transportation model that was developed to distribute byproduct acid from
supply points to areas of use is a sophisticated program that has potential for
extensive use.  The model calculates actual, rate-base mileage between any two
points on the established railway network.  For this study, tariffs were incor-
porated for ^SO^ movements.  Available tariffs for any other commodity could be
incorporated to calculate actual transportation costs between any two points.

     An important finding was that while long-run competitive equilibrium solutions
predict what may happen in competitive markets they do not identify net social gain.

                                         619

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The savings to both industries at the $0.70/MBtu clean fuel premium run resulting
from absorption of abatement byproduct acid in the existing market amounted to
$122,877,000 or $16.20/ton of acid utilized.


METHODOLOGY

     The objective of the overall marketing model is to simulate long-run competi-
tive equilibrium market conditions for S and I^SO^ in the U.S. as might be impacted
by production of abatement acid or S.  To simulate these conditions, the cost to
both the t^SOA and the power plant industries is minimized subject to the condition
that acid demand is met either from traditional S sources or from substitution of
abatement I^SO^.

     Analysis of the model addresses three choices for the steam plants that are not
meeting the current SIP standards.  These include (1) selecting a clean fuel
strategy, (2) selecting a. limestone-throwaway scrubbing technology, or (3) selecting
an H2SO, (MgO)- or S- (Wellman-Lord/Allied) producing scrubbing technology.  In terms
of the latter choice, study results indicate that abatement S cannot compete with
abatement I^SO, production at any location considered in the market simulation
model; possibly new technology will reduce the costs.  EPA is currently sponsoring
work with Empire State Electric Energy Research Corporation (ESEERCO) and Niagara
Mohawk to develop the Atomics International process for producing S from S02 in stack
gas.  This technology and other work involving use of solid reductants could lead to
lower costs for production of S as an alternative to producing tUSO^  The incentive
for production of S is high because it is a more convenient material to handle,
requires less storage volume, and could be incorporated more easily into the existing
market.  Moreover, fluctuations in market demand could be met with less impact to
both the producer and consumer.

     The optimal solution predicts not only which acid producer would buy and which
steam plant would sell 112804, but also which steam plant would sell to which acid
plants.  Any variations to this optimal solution would increase the total cost to
both industries.

     A flow diagram of the major system design requirements is outlined in Figure 1.
The major data bases feed the market simulation model through cost generation models
as follows:

   1.  Emission control requirements for SO  were determined for each power
       plant boiler, stack, or plant projected to operate in 1978 using the
       FPC data (Form 67), June 1976 SIP, and New Source Performance Standards
        (NSPS).

   2.  The scrubbing cost generator was developed to provide unit production costs
       for byproduct H^SO^, elemental S, and limestone-throwaway sludge including
       potential production quantities for each power plant boiler.  It was designed
       as an economic screen to select the most efficient boiler combinations for
       meeting compliance on the basis of cents/MBtu heat input for each scrubbing
       system considered.  The results of this screen provide the lowest cost
       method for compliance with given scrubbing technology.  This information is
       fed to the market simulation model to identify both the relative efficiency
       as well as unique location advantages for all power plant boilers producing
       abatement acid in competition with byproduct smelter acid producers in the
       existing market.  The marketing model then estimates long-run competitive
       equilibrium solutions based on realistic outputs of abatement byproducts by

                                        620

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               BYPRODUCT  MARKETING MODEL
                       BASIC SYSTEM
    SUPPLY
   DATA  BASE
 TRANSPORTATION
   DATA  BASE
 POWER PLANTS,
  REGULATIONS,
 COST  ESTIMATES
    TARIFFS
  RAIL MILEAGE
 BARGE MILEAGE
    DEMAND
   DATA  BASE
     ACID
    PLANTS
SCRUBBING
  COST
    GENERATOR
TRANSPORTATION
   COST
     GENERATOR
ACID  PRODUCTION
   COST
      GENERATOR
                     MARKET  SIMULATION
                          LINEAR
                        PROGRAMMING
                          MODEL
/



\

n
EQUILIBRIUM
SOLUTION
RESULTS




v;
 Figure 1.  Flow diagram for major system design requirements.

                              621

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       identifying major candidates for abatement byproduct production and con-
       sumption versus a limestone-throwaway strategy  and/or the alternative of
       using a clean fuel.

   3.  The acid production cost generator encompasses  the elemental S producers, the
       S-burning I^SO^ producers, and the byproduct H2S04 producers associated with
       smelter operations.  These data bases were developed from the TVA computerized
       data base on worldwide manufacturers of fertilizer and related products.  This
       information supplemented by references from other sources provided the
       necessary inputs to the acid production cost generator to provide unit avoid-
       able production costs for each E^SO^ plant projected to operate in 1978.
   4.  Transportation and distribution options were calculated by the transportation
       cost generator for H2S04 and elemental S for all possible transfer combinations
       between the S producers, the electric utilities, smelter plants, and H2S04
       plants considered in this study.


Compliance Test

     The S02 emission and compliance model uses the projected annual fuel consumption
and characteristics data to calculate the annual quantity of S that is emitted from
each boiler and plant.  For each plant, allowable emissions are calculated based on
NSPS for new boilers or the applicable SIP for existing boilers taking into account
heating value and S content of the fuel.  Excess emissions expressed as tons of S
which must be removed are estimated as the difference between the calculated actual
and allowable values.  The compliance test selects the applicable level of SIP as
(1) an entire plant, (2) an individual boiler, or (3) an individual stack.   In all
cases where scrubbers could be used, they are designed for an SC>2 removal efficiency
of 90%.  However, the actual level of removel efficiency will depend on better
definition of performance during sustained full-scale operation when coal is the
fuel.  The amount of gas scrubbed is based on increments of standard-size scrubbers.


Scrubber Cost Generator

     In all cases the S(>2 control strategy is selected on the basis of minimum cost
for compliance.  The data generated in the scrubbing cost model are used to calculate
the scrubbing cost of a limestone-throwaway system versus a salable byproduct for
each of the 833 boilers or combinations of boilers identified in this study that will
be out of compliance with emission control regulations in 1978 (based on 1976
regulations).  The cost is expressed as cents/MBtu for direct comparison with the
clean fuel alternative.  The alternative clean fuel level (ACFL) represents the
premium that can be paid for complying fuel in lieu of using an FGD system.

     The model also calculates cost differential between scrubbing with a limestone-
throwaway system and scrubbing with MgO to produce 112804.  This accommodates
identifying the incremental cost difference of the two systems for all boilers or
the combinations of boilers included in the model.  This incremental cost becomes
input to the marketing model which is designed to determine potential for production
and marketing of abatement 1^804 at various power plant locations.  The comparative
FGD costs for each power plant considered in the study can be used to generate a
supply curve for the production of abatement 112804.  The supply curve for abatement
acid is presented graphically in Figure 2.  This curve is estimated by ranking power
plant boiler combinations from lowest to highest cost for producing abatement H2S04
as a function of accumulated supply quantities.

                                        622

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4J
03
O
O
                                                                       14
                     CUMULATIVE S REMOVAL, MILLIONS OF TONS  OF H SO,
                Figure 2.   The supply cost curve for  abatement  acid.
                                          623

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Acid Cost Generator

     H2SO, plants are widely scattered throughout the industrial sector of the U.S.;
acid has Been traditionally produced by S-burning plants in captive use near the
point of consumption.  In this study it was assumed that the E^SO^ market can be
simulated as though all consumption occurs at the I^SO^ plants and that acid-producing
firms will close these plants and buy abatement acid if it can be delivered at costs
equal to or below their avoidable cost of production.  Avoidable cost is an estimation
of the production costs that could be avoided by closing an existing acid plant
assuming abatement byproduct acid would be available in amounts equal to the plant
production capacity (330 days/yr).  To develop the required inputs to the model on
the demand side, it was necessary to identify the acid plants that burn elemental
S for the production of H2S04 and calculate the avoidable costs of production at
each plant.

     The avoidable costs (theoretical) were calculated at each of the 90 acid plant
locations considered in the study.  Costs of manufacture based on data generated
indicated that most of the acid production costs range from $25.00 to $45.00 depending on
plant location, size,and age; the March 1976 price for 1^804  (100% H^SO^ f.o.b.) was
$44,95/ton.  A summation of capacity of acid plants versus avoidable cost of pro-
duction is shown in Figure 3.  The resulting plot defines the demand curve for
abatement acid.  The demand curve is estimated by ranking all acid plants from
highest to lowest cost and accumulating demand quantities to show acid cost as a
function of acid plant capacity.  At a very high cost of alternative supply,only a
few acid producers could justify buying rather than producing 112804.  As supply cost
of abatement acid declines, more acid producers would become potential customers.  At
low supply costs all but the largest, most modern acid plants located near S supplies
could be shut down.  The important implication for the present study is that small
quantities of abatement acid could be marketed at high value but as the supply
increases the value declines.


Transportation Cost Generator

     To assess representative competitive costs, a market system analysis must
generate accurate S freight rates from the Frasch S sources to the acid plants and
112804 freight rates from all power plants and/or smelters to  all H2S04 plants.

     The linkage used in the study between the S-I^SO, and power plant data bases
and the rate generation system is a standard point location code  (SPLC).  A flow
diagram of the freight rate generation system used in this model is shown in
Figure 4.  This shows that an SPLC for a power plant origin and one for 1^804 plant
destination are input to the national rate base tariff.  This tariff determines for
rail rate purposes the basing points for the origin and destination.  Output are two
sets of codes used to define mileage and tariff rates between the byproduct shipping
origin and destination points.

     It is important to identify not only the mileage but also the tariff number.  A
slight error in mileage is not nearly as critical as knowing  which tariff applies.
Four tariffs were found in published H~SO/ rates.  Rates for  eight other tariffs were
generated by TVA's Navigation and Regional Economics Branch from these using sound
traffic legal arguments similar to the negotiation process that would ensue should
large acid movements become a reality.
                                         624

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                                                                                       IO
                                                                                       to
                                                                                       o
                                                                                       IO
                                                                                       IO
                                                                                       CM
                                                                                       O
                                                                                       CM
                                                                         o
                                                                         en
                                                                           
-------
       SPLC|—|
I—SPLC2
              NRBT   I-C
1 1 	 •
INDEX. INDEX.
4 4 8
DOCKET
28300


MES,
TARIFF
MES2
*

GENERATOR
RATE BASE MILEAGE
                RATE
              SEARCH
           I
      TARIFF NUMBER
              MINIMUM
                RATE
Figure 4.  Flow diagram of freight rate generation model.
                    626

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1976
6.4
4.5
10.9
1980
7.5
5.3
12.8
1985
9.3
6.0
15.3
1990
11.0
6.8
17.8
RESULTS OF ANALYSES
Sulfur and Sulfuric Acid Industry

     The U.S. Bureau of Mines (BOM) reports the production of S in all forms in 1976
at 10.9 million long tons.  Elemental S was produced by 69 companies at 182 plants  •
in 32 states with 10 of the largest companies owning 57 plants and accounting for 75%
of the output.  The production was concentrated in Texas and Louisiana accounting
for 68% of the total output.  The Frasch S was produced in these two states at 12
mines, 5 of the largest mines accounting for 82% of the total Frasch output and
48% of the total production of S in all forms.  Long-range prediction of S demand
in millions of tons is shown below.

                                            Forecast
                       Fertilizer
                       Industrial

                            Total

     Frasch S production is a mining operation.  Wells are sunk into S-bearing
strata, S is melted by hot water injected into the strata, and the molten S is pumped
out.  The molten S is pumped from the well to either heated tanks for storage as a
liquid or to vats where it cools and solidifies.   About 75% of the total mining costs
of Frasch S is variable, such as the cost of natural gas to heat water, water
treatment, labor,and operating supplies.  The cost of hot water to melt the S is by
far the most important cost and will differ drastically from mine to mine as water
requirements and fuel cost differ.  In an analysis prepared for this study the cost
of natural gas was varied from $0.20 to $3.00/kft^ (k = one thousand) with an interme-
diate value of $1.00/kft3.  Water requirements or water rate varied from 1600 gal/ton of S
produced to 9000 gal/ton of S.  The results of this study indicated that the lowest
capital investment and operating costs are associated with mines having low water
rates and that cost increases markedly with increasing natural gas costs.  For
operation where the major variables are constant, i.e., water rate and natural gas
cost, the usual economies of size prevail.

     Most of the S consumed in the U.S. is used to produce t^SC^.  Over two-thirds
of the H2$04 is used in the manufacture of fertilizers.  A breakdown of the estimated
consumption of S in all forms by end use is presented in Table 1.


Characteristics of Power Plants

     In 1973 utilities were requested by FPC to project fuel consumption and
characteristics for 1978.  The majority of utilities provided FPC with these
projections.  For the utilities which did not project this information, fuel
consumption and characteristics reported for 1973 were used.  Based on the updated
projections, Table 2 shows the consumption rates  and characteristics of fossil fuels
projected to be utilized during 1978.  For plants which use multiple fuels and did
not project their 1978 consumption, a method for  projecting distribution of fuel
type developed.

     A comparison of the total projected 1978 coal, fuel oil, and gas consumption
with the historical 1973 fuel consumption by region is shown in Table 3.  The

                                        627

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         Table  1.     U.S. CONSUMPTION  OF SULFUR

                   IN  ALL FORMS BY END  USE

             (Thousand long  tons  S equivalent)

Fertilizer acid
H3P04
Normal superphosphates
(NH^)2S04 and other
Total fertilizer acid
Industrial acid
Total H2S04
Non-acid
Total in all forms
1974

4,945
405
685
6,035
3,715
9,750
1,250
11,000
1975

5,410
290
670
6,370
3,080
9,450
1,200
10,650
1976

5,560
230
610
6,400
3,285
9,685
1,215
10,900
 Table  2.     PROJECTED  1978 FOSSIL  FUEL  CONSUMPTION

                RATES  AND  CHARACTERISTICS
                                                   Plants out
                                      All plants   of compliance
Coal
  Total  consumption
    ktons3                                475,600      226,800
    GBtuh                              10,408,300    5,125,000
  Heating value,  Btu/lb                     10,943       11,300
  S content, % by wt                          2.12         2.81
  Equivalent S02  content, Ib S02/MBtuc         3.87         4.97

Oil
  Total  consumption
    kbbl                                 620,200      110,200
    GBtu                               3,827,400      686,900
  Heating value,  Btu/gal                   146,924      148,454
  S content                                  0.99         1.42
  Equivalent S02  content, Ib S02/MBtu          1.08         1.54

Gas
  Total  consumption
    Mft3                               2,556,000      108,200
    GBtu                               2,602,200      117,000
  Heating value,  Btu/ft                      1,018        1,081

a.  k =  one thousand.
b.  G =  one billion.
c.  M =  one million.
                              628

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 Table  3.   COMPARISON OF PROJECTED 1978 REGIONAL FOSSIL

    FUEL CONSUMPTION WITH HISTORICAL 1973 CONSUMPTION

Geographic
region3
Coal,
ktons
Oil,
kbbl
Gas,
MftJ
    Historical 1973 consumption

    New England                    1,080    82,930       6,070
    Middle Atlantic               46,990   144,690      64,730
    East North Central           135,960    23,340     105,590
    West North Central            31,620     3,440     352,820
    South Atlantic                75,860   141,380     202,660
    East South Central            63,060     6,510      73,750
    West South Central             4,730    20,850   1,957,070
    Mountain                      23,930     8,990     207,630
    Pacific                        3,740    76,970     451,220

         U.S. total              386,970   509,100   3,421,540

    ?— °Ject:ed 197 8 c on sum p t ion

         U.S. total              475,570   620,250   2,556,020
a.  The states included in each geographic region are:
    New England - CT, ME, MA, NH, RI, VT; Middle Atlantic - NJ,
    NY, PA; East North Central - IL, IN, MI, OH, WI; West North
    Central - IA, KS, MN, MO, NE, ND, SD; South Atlantic - DE,
    DC, FL, GA, MD, NC, SC, VA, WV; East South Central - AL, KY,
    MS, TN; West South Central - AR, LA, OK, TX; Mountain - AZ,
    CO, ID, MT, NV, NM, UT, WY; Pacific - CA, OR, WA.
b.  Regional consumption data not available.
                               629

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projections indicate a general increase in the consumption of coal and oil, but a
slight decrease in the consumption of gas.  The regional increases or decreases are
primarily influenced by fuel availability and price.  In reviewing the data, it
must be remembered that a significant amount of new generating capacity between
1973 and 1978 is from nuclear units.  The data shown include the effect of projected
decreases in fossil fuel utilization as a result of new nuclear units coming online
as well as changes in fossil fuel consumption resulting from decreases in fuel
availability of increases in cost.

     The operating characteristics of all 800 U.S. power plants projected to be in
operation in 1978 are outlined in Table 4.  Also included in this table are the
characteristics of the plants projected to operate out of compliance in 1978.  As
the data in the table indicate, 187 power plants out of a total of 800 were
calculated to be out of compliance.  It should be noted that many of the plants
estimated to be out of compliance are likely implementing compliance plans that are
different from those selected for this study.  Even though plants out of compliance
make up only 32% of the total population with respect to capacity, they burn about
50% of the total coal; only 20% of the total oil, and only 5% of the total gas.
Plants out of compliance have a 30% higher S content in the coal burned and a 43%
higher S content in the oil burned than the overall nationwide average.  The average
boiler size for plants out of compliance was about 30% greater than the average for
all plants.  The age range of boilers, the range of boiler sizes, and boiler
capacity factor for plants out. of compliance were not significantly different than
the industrywide values.


Byproduct Acid from Smelters

     The 14 smelters located in the 11 Western States were analyzed separately from
the 14 smelters in the 37 Eastern States of the U.S.  The model assumes that existing
S-burning acid plants and byproduct acid plants associated with smelter operations
were operating at an equilibrium position in the 1975 market year.  The model then
addresses the incremental acid that is projected to be produced at both existing and
new smelter locations in 1978.  The 1978 incremental production estimated for the
Western States amounted to 849,000 tons of acid.  The analysis for smelters located
in the Eastern States amounted to 811,000 tons of acid.

     Part of the acid produced by western smelters was distributed in the East.  This
surplus western acid was marketed in the simulation model through transshipment
terminals supplied by unit trains.  The terminal locations included Chicago, Illinois;
St. Louis, Missouri; Memphis, Tennessee; Baton Rouge, Louisiana; and Houston, Texas.
Two additional transshipment terminals were added in the model at Buffalo, New York,
and Detroit, Michigan, in order to analyze the marketing of 200,000 tons of byproduct
acid from smelters in Canada.  This concept is presented graphically in Figure 5.


Byproduct Acid from Power Plants

     The clean fuel alternative is defined as the incremental additional price
for fuel that will meet the applicable S02 emission regulation.   The ACFL
selected for the model runs ($0,  $0.35, $0.50, and $0.70/MBtu) were chosen
to show the effect on potential volume of abatement acid.  For some power
plants with multiple boiler installations a mix of alternative methods produce the
least-cost compliance strategy.  A summary of the distribution of compliance
strategies selected by the model for each ACFL model run is listed as follows:

                                        630

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Table 4.   POWER PLANT OPERATING CHARACTERISTICS PROJECTED FOR 1978





No. of power plants
No. of boilers
Total capacity, MW
Total fuel coal, ktonsa
GBtub
Oil, kbbl
GBtu
Gas, Mft3 c
GBtu
Average S content of coal, %
Oil, %
Emissions equivalent tons H2S04
Total emitted
Required abatement
Average capacity factor, %
Average boiler generating capacity, MW
Age of boilers, %
0-5
6-10
11-15
16-30
>30
Size of boilers, %
<200
200-500
501-1000
>1000
Capacity factor of boilers, %
<20
20-40
41-60
>60

1978
all
U.S. plants
800
3,382
411,000
475,600
10,408,300
620,300
3,827,400
2,556,000
2,602,200
2.12
0.99

29,552,100
9,912,600
31.87
122

5
8
8
42
37

82
11.7
6
0.3

40
20
23
17
1978
plants
out of
compliance
187
833
132,600
226,800
5,125,100
110,200
686,900
108,200
167,000
2.81
1.42

17,562,300
9,912,600
35.12
159

10
10
6
42
32

75
15
9
1

35
17
29
19

a.  k * one thousand.
b.  G * one billion.
c.  M = one million.
                                 631

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                                                                    CO

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                                                                   •H  tfl
                                                                   4->
                                                                    3  C
                                                                       to
                                                                   •H
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                                                                   43  CO
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                                                                    0)
                                                                    S-l

                                                                    M
632

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                                                     ACFL,  cents/MBtu  .
            	Compliance strategy	0	35    50    70

            Plants using clean fuel only           187   168   113    71
            Plants using only limestone scrubbing    0     7    41    77
            Plants using limestone scrubbers and
             clean fuel                              0     4     7    10
            Plants using MgO scrubbing only          0     8    24    29
            Plants using MgO scrubbing and clean
             fuel                                  	0   	0   	2   	0

                 Total power plants                187   187   187   187


     The potential production and marketing of abatement acid for power plants that
produced acid in each of the model runs are outlined as follows:
                                             ACFL, cents/MBtu
                                       0     35      50	70

                   No. of plants       0      8      26       29
                   Thousands of tons
                    marketed           0   2554    5108     5559
     Power plants that were the best candidates for production of byproduct acid
were generally larger, newer plants with high load factors.  The distinctive
characteristics were   (1) most boilers less than 10 yr old, (2) average size about
600 MW (less than 15% smaller than 200 MW), and (3) the average capacity factor
about 60%.  The average load factor for potential acid-producing plants was more
than three times as high as the average for all plants considered.

     A summary of the compliance strategies developed from the model runs for
controlling excess emissions projected for 1978 is" outlined in the following
tabulation:

                      Strategies Selected for Reducing Emissions

         (Reductions expressed as equivalent thousands of tons of H S0,/yr)

        ACFL,       By using    Total by     By MgO     By limestone     Total
     cents/MBtu   clean fuel   scrubbing   scrubbing	scrubbing    reduction

          0         9,912           000        9,912
         35         7,993       2,885        2,554          330       10,878
         50         3,123       9,503        5,108        4,395       12,627
         70           700      12,583        5,595        6,988       13,284
                               13,598           -            -        13,598

                                         633

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Equilibrium Solution

     A summary of model results for smelter and power plant sales to acid plant
demand points, for all model runs is outlined in Table 5.  These results show the
potential quantity of power plant acid in relation to the total market.  At the
$0.70/MBtu ACFL, the potential for production of acid (abatement capacity) at a
cost below the alternative clean fuel premium fuel cost exceeded the market demand
(sales) for the acid by 5 million tons.  The plants that would not be able to
market the acid used limestone scrubbing even though production of acid would have
been less costly if markets were available.  At the $0.35/MBtu level, essentially
all of the acid that could be produced economically compared to purchase of
complying fuel was sold.  The small differential in sales between the $0.50 and
$0.70/MBtu level of ACFL indicates that the market for byproduct acid from power
plants was nearly saturated at 5 million tons, or approximately 15% of the total
market.  Further substitution of byproduct acid in the existing market would depend
on substantial increase in the price of S; $60 was assumed for the study.


Distribution of Acid Markets

     Distribution of acid for the 90 acid plants considered in each model run is
outlined as follows;
                                                 ACFL, cents/MBtu
                                                 0   35   50   70

                   Producing from S             58   42   30   28
                   Buying from smelters only    21   11    1    5
                   Buying from steam plants
                    only                         0   22   41   41
                   Producing from S and
                    buying from smelters        11    6    2    1
                   Producing from S and
                    buying from steam plants     0232
                   Producing from S and
                    buying from smelters
                    and steam plants             0001
                   Buying from smelters and
                    steam plants                 0    7   13   12

                        Total acid plants       90   90   90   90


     Four significant factors that affect the purchase of abatement acid by current
producers of I^SO^ in this study are listed as follows:
   1.  Size
   2.  Age
   3.  Compliance with clean air standards
   4.  Location

     Abatement acid produced in the model run  from the utility  industry at  the
 $0.70/MBtu clean fuel premium was distributed  to 56 different demand points in  23
 states.  The current supply that was replaced  by byproduct  acid was generally from

                                         634

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     Table 5.   SUMMARY OF MODEL RESULTS FOR SMELTERS AND

          POWER PLANT SALES TO ACID PLANT DEMAND POINTS

                 (Thousands of tons of 112804)


                               	ACFL, cents/MBtu
                                  0
35
50
70
Eastern smelters
Capacity
Sales
Demand points
Western smelters
Capacity
Sales
Demand points
Canadian acid
Capacity
Sales
Demand points
Total smelter acid capacity
Sales
Demand
Mixed demand points
Steam plants
Capacity
Sales
Demand points
Mixed demand points
Port Sulphur to H2S04 plants
Capacity
Sales
Demand points
Mixed demand points
Port Sulphur only

818
818
15

738
738
15

200
200
4
1,756
1,756
32*
11

-
-
-
-

32,237
30,481
69*
11
58

818
818
13

738
738
8

200
200
4
1,756
1,756
24*
13

2,635
2,554
31*
9

32,237
27,926
50*
8
42

818
818
12

738
594
3

200
200
2
1,756
1,612
16*
15

8,497
5,108
57*
16

32,237
25,516
35*
5
30

818
818
14

738
498
3

200
200
3
1,756
1,516
19*
13

10,758
5,595
56*
14

32,237
25,126
31*
4
28

a.  Steam plants and Eastern and Western smelters can supply a
    common demand point.
                               635

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smaller, older plants remotely located £rom the elemental S production points on the
Gulf Coast.  The larger, more efficient plants generally can produce acid at costs
lower than the delivered cost of abatement byproducts..   However, there are exceptions
Savings in transportation cost because of location advantage can offset production cc
differential.


Sensitivity Analyses

     One of the key inputs in the analysis of the potential market for abatement
byproduct acid is the price of elemental S.  All the results of this study are based
on S price of $60/long ton f.o.b. Port Sulphur.  A $20.00 decrease in the unit price
of S lowers the avoidable cost of production for f^SO^ at each respective acid
plant by $6.11/ton of acid produced.  This price structure would reduce the quantity
of both byproduct smelter acid as well as the abatement acid from power plants that
can be marketed in the model.

     The model assumed distribution of byproduct acid by rail shipment.  Since
several of the potential producers are located on navigable waterways, barge
transportation could be used.  As an example of possible savings on shipment costs,
estimates were made for barge shipments of selected production totaling 700,000
tons.  The cost differential between rail and barge transportation totaled $725,000
or about $l/ton of acid.  This potential savings is 11% of the average transport
cost.  Because barge rates are normally negotiated, rates were not available for
inclusion in the transportation model. An in-depth analysis will be required before
realistic conclusions can be made.
RECOMMENDATIONS

     Information on current compliance programs for existing power plants and for
additional planned capacity was not available during the period of this study.  The
results of the work show that the potential for use of recovery technology is good
and the initial follow-on work should focus on plants where compliance alternatives
are still flexible.  A survey of compliance plans should be carried out and the
option of producing byproduct acid should be evaluated by incorporating specific
information on those plants into the program data base.  This evaluation would be
particularly helpful in the planning process for future coal-fired power plants
or for those that may be required to convert from gas or oil to coal.
                                        636

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           FEASIBILITY  OF  GYPSUM PRODUCTION AND MARKETING AS  AN ALTERNATE

              S02  EMISSION CONTROL STRATEGY FOR FOSSIL-FIRED  POWER PLANTS
     The passage of the Clean Air Act in 1967 and the various amendments have prompted
increased efforts; by government and industry to reduce pollutants in emissions from
fossil-fired power plants.  Stack-gas scrubbing processes for removal of 862 emissions
have received the most attention.  There are alternative systems of scrubbing for
removal of 5^2 emissionsj but the lime-limestone systems which absorb the S02 and
convert it to solid compounds of calcium sulfites (SOg) and sulfates (804), which are
then discarded, have been most widely applied by the industry.  Those processes are
called "throwaway" processes.  In general, they are less expensive to install and
operate than alternative scrubbing systems.  The "throwaway" product has no economic
value, is costly to discard, may create future problems of ground water pollution,
and wastes S, a vital resource.

     Processes recovering the SC>2 in useful form are potentially superior to the lime-
limestone methods because they overcome the disadvantages associated with the
"throwaway" systems.  Before such systems will be put into use, however, there must
be confidence that the useful byproduct will generate adequate sales revenue to
offset additional cost, if any, of the alternative systems.  EPA and TVA have
conducted studies, to evaluate the feasibility of marketing byproducts from S02
emission control.  The design of the system(s) chosen is developed from available
data, costs are estimated on a uniform basis, and potential markets are determined
for the byproducts.

     A major purpose of this study is to evaluate the existing wallboard products
industry and cement industry as markets for abatement gypsum produced by an S02
emission control system.  Gypsum-producing systems are in use on oil-fired boilers
in Japan, and the resultant product is used successfully in wallboard manufacturing.
A pilot operation is currently underway on a coal-fired facility in the U.S.  Samples
of the gypsum made there have been successfully used in wallboard manufacturing under
commercial conditions.

     The wallboard products manufacturing industry is currently the dominant user of
gypsum.  This market potential has been given major attention, but consideration has
been given to potential uses in the cement industry.  The major objectives of the
study are:

   1.  To identify basic conditions of supply and demand for the gypsum industry.

   2.  To characterize demand and project growth in demand by major markets.

   3.  To identify potential problems in market entry and to suggest market strategies.

   4.  To evaluate costs for several different gypsum-producing FGD systems and to
       develop cost estimates for representative systems.

   5.  To further develop and improve an analytical model for conducting abatement
       product marketing investigations.

   6.  To apply the model to determine optimum strategies for the industry on a
       plant-by-plant basis and in total.

   7.  To suggest further research needs.

                                         637

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     The study is approached in four sequential steps.   The existing gypsum industry
is. analyzed first to determine the market potential for abatement gypsum.  Specific
quantities and costs are developed for each demand point and for the total industry.
Next, the cost of SC>2 emission control by gypsum-producing processes is compared to
the limestone throwaway system to determine a basis for the supply of abatement
gypsum from which the total potential production and costs are calculated.  Then the
revenue based on the replacement of crude gypsum is determined and compared to
calculated production costs.  Specific plants are identified that have an economic
incentive to control 862 emissions by gypsum production.  Results, conclusions, and
limitations are summarized in the final step.


Major Assumptions

     The study is conducted under the premise that all steam plants must operate in
compliance with existing SC^ regulations.  It is assumed that use of low-S fuel is
an available alternative to meet compliance.  A premium cost of $0.70/MBtu heat
input is assumed for complying fuel.  Determination of actual premium value is beyond
the scope of the study; the level chosen is a reasonable economic screen.  Boilers
are not considered to be candidates to install an FGD system when calculated cost of
scrubbing exceeds $0.70/MBtu heat input.  All remaining boilers are assumed to install
the limestone throwaway system unless revenue from sale of abatement gypsum is
adequate to offset or exceed the additional cost of the gypsum-producing S02 emission
control system.  Abatement gypsum is assumed to be interchangeable with natural
gypsum in the manufacture of wallboard and cement.  Revenue generated from sales of
abatement gypsum is based on a projected quantity and delivered cost of crude gypsum
to each currently existing demand point.  Any demand point is assumed to purchase
abatement gypsum if cost is equal to or less than estimated current delivered cost
of crude gypsum.


The Gypsum Industry

     Gypsum is a naturally occurring nonmetallic mineral found in almost limitless
deposits in many parts of the world.  Reserves  exist in many sections of the U.S.
with the notable exception of coastal areas and the Southeast.  Crude gypsum
consumed in the  areas without natural reserves  is mostly imported from Canada.
Imports historically account for 35 to 40% of  our domestic needs.

     Gypsum is a low-value product  since mining costs are  low.  Variable costs of
mining were estimated for purposes  of this study at $3/ton for domestic mines and
$2/ton  in Canada.  The costs are estimated to be lower  in  Canada because the quality
of reserves is generally better than in  the U.S.  Mining costs vary between regions
and by  type of mining method used;  however, differences could not be quantified.

     Domestic  gypsum consumption is highly variable and follows the fortunes of
the building  industry.  The year 1973 was a record for  the gypsum industry in  the
U.S. when  consumption amounted  to over 20 million  tons.  Domestic^production was
13,558,000 tons  with an average reported mine  value of  $4.18/ton.   Imports amounted
to  7,661,000  tons with an average reported mine value of  $2.30/ton.  Three major
markets  exist  for crude gypsum:   (1)  the wallboard products industry,  71%;  (2)  the
cement  industry,  20%; and  (3)  agriculture, 8%.  According  to long-range  projections
made by  BOM,  gypsum use is  expected to grow  at  an  annual  rate of  1.5 to  2.0%.
                                         638

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Growth is expected in each of the major markets.  In addition, the mobile home
industry may develop into a new market for wallboard as a result of recent changes in
building codes.

     The wallboard products portion of the industry is both highly concentrated and
highly integrated from mining through wallboard manufacture.  Entry barriers, now
rated high, could be lowered if abatement gypsum does become available.  Entry
barriers are high partly because the firm must control reserves as well as manufactur-
ing plants.  In areas where reserves are not available, the firm normally owns or
contracts foreign reserves and attendant facilities to enable ocean transport at
minimum cost.  If abatement gypsum were available, the wallboard plant would be the
only capital investment required to enter the industry.

     Most of the gypsum used in the cement industry is purchased from the open market
rather than being supplied from captive mines.  Cement plants are widely scattered
and shipping costs add significantly to delivered costs.  Therefore, the logistics
and market entry conditions would favor sales of byproducts to the cement industry.

     Data bases are developed for the wallboard products industry and the cement
industry.  The data bases include an estimate of projected gypsum use in 1978 at each
wallboard plant and each cement plant based on use in 1973 (the year of maximum
consumption).  The data bases also include estimated minimum delivered cost of crude
gypsum to each demand point.  Delivered costs to wallboard plants are based on
estimated variable mining cost of $3/ton f.o.b. domestic mine or $2/ton f.o.b. foreign
mine.  In each case, the company-owned mine was considered the supply point for the
wallboard plant.  The price to the cement industry is based on the current value of
crude gypsum used in the cement industry estimated at $6/ton f.o.b. mine.  The two-
price system Is used because gypsum for wallboard product plants is supplied from
captive mines, at a lower cost than gypsum for cement.

     There is little precedent to draw upon to predict how present crude gypsuir
producers would react in pricing their product to compete with abatement gypsum.  All
wallboard producers own or contract their own supplies of crude gypsum.  These
producers also supply gypsum requirements of the cement industry in an open market.

     It is assumed that the integrated producers would continue to mine and distribute
crude gypsum to their wallboard plants as long as they met variable cost of mining as
estimated above..  Since gypsum sales to the cement industry are made in an open market,
gypsum, producers would be reluctant to lower existing market prices on all crude
gypsum sales to compete with localized production of abatement gypsum.  For these
reasons, the two-price system is used in the major portion of the analysis.  Other
price situations are also evaluated and reported.

     This data base provides total tonnage and revenue potential for abatement gypsum
in existing markets.  Only three steam plants in the western U.S. were found to be
candidates to install an FGD system.  These three plants are located near gypsum-
producing areas.  For practical purposes, therefore, the gypsum-producing alternative
is not a viable or important alternative for steam plants in the West.  The analysis
that follows is limited to the eastern U.S.

     Projected consumption in 1978 in the eastern U.S. is 15,043,301 tons.  Fifty-
five wallboard plants and 132 cement plants are located in this area.  Wallboard
plants will consume an estimated 11,855,910 tons and cement plants 3,187,391 tons.
Total imports will amount to 5.9 million tons.  Wallboard plants will consume 4.8
million tons,, and cement plants will consume 1.1 million tons of imported material.
The total delivered cost of gypsum to demand points in 1978 is estimated at

                                         639

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$124,400,000 with an average value per ton of $8.27.   This represents the maximum
revenue potential to the utility industry from sales  of abatement gypsum in 1978.


FGD Cost Comparisons

     Three gypsum-producing_FGD systems—limestone-gypsum, Chiyoda Thoroughbred 101,
and Dowa aluminum sulfate /Al£(SO,)%_/—were chosen to be evaluated in this study.
In addition, costs for the limestone slurry throwaway system originally developed by
TVA are updated to the same base conditions.  A brief description of each process
follows:

   1.  Limestone slurry process.  Downstream of an electrostatic precipitator  (ESP)
       which is used for particulate removal, stack gas is washed in a mobile-bed
       absorber with a recirculating slurry of limestone and reacted calcium salts
       to remove SO^-  Limestone feed is wet ground prior to addition to the
       absorber effluent hold tank.  CaSO~ and SO/ salts are withdrawn to a disposal
       area for discard.  Cleaned gas from the absorber is reheated to 175°F before
       exiting the stack.  Design is based on data taken from the EPA-TVA-Bechtel
       Shawnee test program,

   2,  Limestone/gypsum process.  Particulate and S02 removal is accomplished  in  the
       same manner as in the limestone slurry process.  A bleed stream from the
       absorber is fed to a neutralization reactor where it is contacted with  98%
       t^SO, to convert excess CaCOo in the slurry to CaS04'2H20 and to lower  the pH
       of the stream to approximately 4.0-4.5 to facilitate downstream oxidation.
       The reaction product is fed to a high-pressure oxidizer where CaS03 in  the
       slurry is contacted with air to form CaS04.  The gypsum product is dewatered
       by thickener and belt filter and conveyed to a storage area.  The process
        (based on Mitsubishi technology) is a conceptual design developed by TVA  to
       be used for comparison with other gypsum-producing processes.

   3.  Chiyoda 101 process.  After particulate removal in an ESP, gas is contacted
       with a dilute  (2-3%) H^SO^ solution in a specially designed absorber-
       oxidizer vessel to convert S02 to H^SO^.  Rich liquor is withdrawn from the
       absorber  md reacted with a limestone slurry in a Chiyoda-designed
       crystallizer  to form gypsum.  Limestone feed is wet ground prior to addition
       to the crystallizer.  Overflow from  the crystallizer is clarified and returned
       to the absorber as scrubbing liquor.  The gypsum product is dewatered by
       rotary drum filter and conveyed to a storage area.  The process has been
       developed by  Chiyoda Chemical Engineering and Construction Company, Ltd.,
       Yokohama, Japan.

   4.  Dowa process.  Following an ESP for particulate removal, stack gas is contacted
       in a mobile-bed absorber with an Al2(80^)3 solution to remove S02.  A bleed
       stream from the abs_orber is Contacted with air in an oxidizer to convert
       aluminum sulfite  /Al2(S03)3_7 to A12(S04)3.  The A12(S04)3 is reacted with
        limestone injneutralizing  tanks to form the gypsum product and regenerate
       scrubbing liquor which is  recycled to the absorber.  Limestone feed is  wet
       ground prior  to addition to the neutralizing tanks.  The gypsum product is
       dewatered by  thickener and drum filter and conveyed to a storage area.  The
       process has been  developed by the Dowa Mining Company, Ltd.,  Tokyo, Japan.

     Design and economic factors  chosen to  provide a consistent base for comparison
of the processes are  defined below:

                                          640

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   1.   Project schedule and location.   Project assumed to start in mid-1975 with a
       3-yr construction period  ending mid-1978.  Average cost basis  for  scaling,
       mid-1977; startup mid-1978.   A  midwestern plant location is assumed.

   2.   Power unit size and status.   Costs  are projected for a 500-MW  new  power unit.
       Heat rate is 9,000 Btu/kWh.   New units are designed for a  30-yr  life, 127,500
       hr of operation.

   3.   Fuel type.  Coal assumed  for  this study is bituminous — 12,000  Btu/lb, 12% ash,
       3.5% S (dry basis).

   4.   Particulate removal and disposal.   A 99.5% efficient ESP has been  assumed.
       Cost of particulate removal and disposal is not included in the  economic
       evaluation.

   5.   S02 removal.  90% removal is  specified as the base value.

   6.   Sludge disposal.  Pond for the  disposal of sludge from the limestone slurry
       process is located 1 mi from  power  plant.  Water balance is based  on closed-
       loop operation.

   7.   Capital charges.  Regulated  (profit and taxes included) economic basis is
       used.  Revenue requirement estimates utilize a base value  of 14.9% of fixed
       investment (10% cost of money).

   8.   System design assumed to  be developed (not "first of kind"); no  redundancy is
       included; only pumps are  spared;  experienced design and construction team is
       assumed to be utilized.


     A summary of the revenue requirements for 7000 hr operation  is presented in
Table 6.

                 Table  6.    SUMMARY— TOTAL ANNUAL REVENUE REQUIREMENTS

                    (Excluding  credit for sale of abatement  gypsum)


FGD svste-i

Li- es tore /gyp su-
Chiyod::
"ova
Total
annual revenue
requirencnts, $

12,098,100
15,433,400
10,472,200


Mills/kWh

3.46
4.42
2.99

Cents /MM
Btu heat input

38.41
49.15
33.25

$/ton
coal burned

9.22
11.80
7.98

$/ton S
removed

337.18
431.17
291.62
S/ton
gypsum
produced

50.21
77.88
52.53

Tons gypsun
produccd/yr

240,960
198,200
199,360
                Basis:
                 500-XW ne» coal-fired power unit .
                 3.5Z S in coal.
                 902 SO  re-oval
                 7,000 lir/yr operation.
                 Mid-1978 cost basis •
                 Oniite disposal of limestone sludge-
                                          641

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     The Dowa process has the lowest cost of those estimated.  However, the technology
has not been fully developed for use on coal-fired boilers.  The limestone-gypsum
process costs are used as a basis for estimating production costs in the following
sections.


Potential Supply of Abatement Gypsum

     Cost factors and premises developed in the base case estimates were applied to
operating characteristics of each steam plant in the industry.  Operating
characteristics  were taken from FPC data that had been supplied by the utilities.
There were 187 plants calculated to be out of compliance.  FGD costs were calculated
for both the limestone scrubbing and the limestone gypsum processes for each plant.
Based on the cost calculations, 116 plants  are  candidates  to install  an FGD system.
The remaining 71 plants are assumed to purchase low-S fuel to meet compliance.  Three
plants were located  in the West and are assumed to install the limestone slurry throw-
away system.  The remaining 113 plants are subjects of the market analysis.

     Each of these plants is assumed to install the limestone slurry process unless
revenue  from gypsum  sales can be predicted to offset or exceed added costs  of the
gypsum process.  Total first-year cost to operate the limestone throwaway process  is
calculated at about  $2 billion which includes depreciation and ponding costs.  Over
25 million tons  of Ca solids would have to be discarded.

     Differential costs between the limestone and limestone-gypsum processes ranged
from negative $13 to positive $20/ton of gypsum.  Potential  gypsum production is
27 million tons, almost twice the projected 1978 consumption in the Eastern States.
Fifteen  power plants could control 862 emissions by the gypsum process at a lower
absolute cost than by the throwaway process.  These plants could produce a  total of
863,000  tons in  the  first year.  An additional  25 plants can meet compliance by
producing gypsum at  incremental cost of up  to $3/ton  (the  estimated cost of mining
crude gypsum).   These 25 plants could produce 3.6 million  tons.

     Negative or low incremental costs of the gypsum process are shown to occur at
new plants where annual S0£ removal requirements are low.  All negative costs were
associated with  relatively new plants that would produce less than 100,000  tons
of g psum annually.


Results  of Market Model

     A modified  linear programing model is used to calculate  revenue from abatement
gypsum  sales to  each steam plant.   The model is based on the premise  that FGD
systems  are mutually exclusive  and  that both limestone and limestone-gypsum systems
will not be installed at the  same plant.  Gypsum production  will be either  zero  tons
or the maximum to be produced at compliance.  Gypsum will  only be produced  and
supplied when revenue can be  predicted to offset added production cost.

     The market  analysis is  conducted and presented in a series  of scenarios with
progressively more stringent  restrictions to predict  the number  of plants  that would
choose  the gypsum alternative.  Each scenario is developed in the same manner  that a
specific steam plant might  employ to determine  market potential  for the individual
plant.   Restrictions are developed  to predict the  steam  plants which  could  lower  cost
of compliance by producing  and marketing abatement gypsum  if all plants were to  enter
the  industry in  1978.


                                         642

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     The analysis was. conducted in such, a manner that savings to the gypsum users
could be calculated along with lowered cost of compliance to the utility industry.
The final market solution predicted that 30 steam plants could lower cost of compliance
by producing and marketing gypsum; the locations are shown in Figure 6.  These 30
plants would serve a total of 93 demand points.  The location of demand points is shown
in Figure 7.  Only one wallboard plant would purchase abatement gypsum (partly because
cement plants offer a higher price outlet).  Compliance cost would be reduced in the
first year by $11 million to the 30 power plants compared to use of limestone scrubbing.
This amounts to an average savings of over $350,000/plant.  In terms of total industry
cost of compliance, the savings by gypsum production would amount to less than 1%.
Savings to the gypsum industry are calculated to equal $1 million.  Total gypsum
production is 2.4 million tons with an average production of 80,000 tons/plant.  The
total is approximately 53% of the amount that could be produced and sold (at $3/ton)
with costs lower than limestone scrubbing.

     Abatement gypsum would be purchased by 92 cement plants.  Abatement gypsum would
replace 67% of the projected use of crude gypsum by cement plants.  Cement plants
were projected to import 1.1 million tons.  Production from the 30 steam plants would
replace 74% of the imported material used in cement plants.

     Use of gypsum-producing technology at the 30 power plants would solve only 8.7%
of the electric utility SOX compliance problem and reduce the required ponding of
Ca solids by 8.0%.

     The market model was also used to assess the feasibility of gypsum production and
marketing assuming that wallboard plants were the only effective market outlets for
abatement gypsum.  Under this condition, only nine utilities could reduce compliance
costs by producing and marketing abatement gypsum to the wallboard industry.  These
9 plants could produce and market a total of 608,000 tons of abatement gypsum on an
average of 67,500 tons/plant.  Total reduction in compliance cost for the 9 plants in
comparison to the limestone throwaway system would amount to $1.6 million or an
average of $184,000/plant.  The reason that the wallboard market is so limited is that
existing plants are built at the same location as the gypsum mine or at the point of
minimum water transportation costs.  Cement plants, on the other hand, are not
located at gypsum mines and a high percentage of the cost of crude gypsum is
transportation cost rather than product cost.

     An analysis was conducted based on a $3/ton price reduction to cement plants.
Under this lower price assumption, 27 utilities could still reduce compliance costs
by producing and marketing abatement gypsum.  This compares to 30 utilities found
under conditions projected for 1978.   The reduction in abatement gypsum sold would
amount to 365,000 tons.   Under the reduced price assumption, the major difference
in outcome of the analysis was that savings in compliance cost for power companies
was reduced from $11 million to $6.2 million.


Conclusions

   1.  Because of huge reserves,  no major national interest would be served by
       subsidizing abatement production to serve as a stockpile for later use.

   2.  Gypsum production and marketing offers a limited potential to the utility
       industry to lower cost of compliance; only about 8% of the electric utility
       compliance problem would be solved by this method.   Production cost relative
       to throwaway use of limestone scrubbing is too great for large plants which


                                         643

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645

-------
       contribute the major share of S02 emissions.  Incremental cos.t of producing
       gypsum is greater than the estimated mining costs for natural gypsum, on
       approximately 85% of total possible abatement production.  Only about half of
       the gypsum that could be produced and sold (at a price of $3) with costs
       lower than limestone scrubbing was marketed.

   3.  Gypsum production and marketing appear to be a viable alternative for
       relatively new plants where required SC>2 removal amounts to 20,000-30,000
       tons of S annually.

   4.  When viewed in a total program of byproduct production and marketing, gypsum
       takes on added significance in that it is particularly well suited to the
       segment of the industry with a small annual volume of required S removal.

   5.  Cement plants offer the greatest potential market outlet for abatement gypsum;
       the wallboard industry would provide an extremely limited market.  The demand
       at cement plants averages 25,000 tons/plant and offers the possibility for
       about 30 steam plants to locate a few local market outlets for abatement
       gypsum.

   6.  Abatement gypsum appears to offer fewer problems in the manufacture of cement
       than in wallboard.

   7.  Price reaction by gypsum producers cannot be predicted, but 27 steam plants
       would be predicted to continue to produce and market abatement gypsum to the
       cement industry in the face of a $3/ton price reduction.

   8.  Stability of the solution may be further ensured since such a high proportion
       of abatement market is gained by replacing imported gypsum.


     In addition to the findings generated by the study, other specific accomplish-
ments may be cited.

   1.  Specific supply and demand data bases for crude gypsum were established and
       may be maintained or improved.

   2.  A computerized system for approximating rail rates was developed in conjunction
       with the study series and is being maintained.

   3.  Operating characteristics at the boiler level were projected for each fossil-
       fired power plant in the U.S. and placed in a data base for future use.

   4.  A computer model was developed to test for compliance and to calculate FGD
       costs for a number of alternative systems.

   5.  Procedures and models were established to calculate net revenue from sales
       of byproducts from steam plants.

   6.  Support is being generated to maintain and improve on the work developed to
       use the models to assist individual utilities in their efforts to develop
       appropriate plans for compliance.
                                         646

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Limitations

     The analysis was conducted under the assumption that abatement gypsum is inter-
changeable with crude gypsum for us.e in wallboard and cement.  Both advantages and
disadvantages are likely.  Tests under plant conditions, particularly in cement
manufacture, need to be conducted to quantify cost associated with the use of abate-
ment gypsum.  Further work to quantify the supply price of crude gypsum of producing
areas is needed.  The use of estimated average costs for all regions detracts from
the accuracy of results but probably does not affect the conclusions.  In that regard,
gypsum industry cost information is not generally available; it is difficult for a
researcher outside the industry to develop the intimate knowledge of the industry
required for in-depth analysis.  This study should serve to establish potential, but
specific studies need to be conducted for each potential producer to more accurately
determine actual cost and revenue opportunities.
                                        647

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                                    REFERENCES
1.  Pearse,  G. H.  K.,  "Sulfur Economics and New Uses."  Presented at the Canadian
    Sulfur Symposium,  May 30-June 1, 1974.  Industrial Mineral Section, Minerals
    and Metals Division, Energy Mines and Resources, Canada, Ottawa, Ontario.

2.  Reed, Avery H.,  "Gypsum" in 1973 Minerals Yearbook, Vol. I, Metals, Minerals,
    and Fuels, pp. 593-599.  Bureau of Mines, U.S. Department of Interior,
    U.S. Government  Printing Office, Washington, DC, 1975.
                                         648

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REGENERABLE PROCESSES SESSION
             Session Chairman

             Richard D. Stern
      Chief, Process Technology Branch
 Industrial Environmental Research Laboratory
    U.S.  Environmental  Protection Agency
    Research Triangle Park, North Carolina
                  649

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STATUS REPORT  ON  THE  WELLMAN-LORD/ALLIED
CHEMICAL  FLUE  GAS  DESULFURIZATION PLANT AT
NORTHERN  INDIANA PUBLIC SERVICE  COMPANY'S
             DEAN  H.  MITCHELL  STATION
                        F. William Link
                       Plant Engineering
             Northern Indiana Public Service Company
                     Michigan City, Indiana

                             and

                       Wade H. Ponder
           Industrial Environmental Research Laboratory
              U.S.  Environmental Protection Agency
              Research Triangle Park, North Carolina
ABSTRACT

    The Northern  Indiana  Public Service  Company  and the U.S. En-
vironmental Protection Agency entered into a cost-shared contract in
June  of  1972 for  the  design,  construction,  and operation  of  a
regenerable flue gas desulfunzation  (FGD) demonstration plant. The
system selected for the project was a combination of the Wellman-Lord
S02 Recovery Process and the Allied Chemical S02 Reduction Process.
The FGD plant was to be retrofitted to NIPSCO's 1 1 5 MW pulverized
coal-fired Unit No.  1 1 at the Dean H. Mitchell Station in Gary, Indiana.
NIPSCO entered into contracts with Davy Powergas, Inc., for the design
and construction of the FGD plant and with Allied Chemical Corporation
for operation of the plant.
    Construction has now been completed and the FGD plant accept-
ance test was successfully completed  on September 14, 1977. The
plant is presently beginning a  1 -year demonstration  test period during
which information will be collected  and  reported regarding pollution
control performance, secondary effects, economics, and reliability of
the system.
                            650

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                             Introduction
     In June 1972, the Northern Indiana Public Service Company (NIPSCO) and
the U.S.  Environmental Protection Agency (EPA) reached agreement on a cost-
shared contract for the construction of the Davy Powergas Well man-Lord/Allied
Chemical  Flue Gas Desulfurization (FGD) Demonstration Plant to be retrofitted
to NIPSCO1s boiler No. 11 at the Dean H. Mitchell Station in Gary, Indiana.
The integrated Davy Powergas Well man-Lord S02 recovery/Allied Chemical S02
reduction process was selected because it met NIPSCO1s need to evaluate a
technology for meeting State and Federal S02 emission limitations while avoid-
ing the use of scarce and expensive land for sludge disposal, and it met EPA's
need to demonstrate a regenerable FGD process capable of byproducing elemental
sulfur.  In addition, the We11man-Lord/Allied Chemical FGD plant showed great
promise for successful integrated operation since each of the two processes
had proven successful in several separate applications.   The Wellman-Lord S02
recovery process had operated reliably and with high S02 removal efficiencies
in oil-fired utility applications, in sulfuric acid plants, and in petroleum
refineries.  The Allied Chemical S02 reduction process had operated well in
smelter applications in which the sulfur loading far exceeded that expected
from NIPSCO1s boiler No.  11.

     The cooperative NIPSCO/EPA project to demonstrate the Wellman-Lord/Allied
Chemical  FGD plant was subdivided into three phases:  Phase I—Design Engineer-
ing and Cost Estimation;  Phase II--Construction, Shakedown Operation, and
Acceptance Testing; Phase Ill—Demonstration Test Year.   NIPSCO subcontracted
responsibility for Phase I to Davy Powergas, Inc., the developer and vendor of
the Wellman-Lord S02 recovery process.   Davy Powergas was also responsible for
construction of the FGD plant and for startup and operation of the complete
system until Acceptance Testing was successfully concluded.  Allied Chemical,
under a separate subcontract to Davy Powergas, had responsibility for the
basic design of the Allied Chemical S02 reduction section of the plant, and
for startup assistance until Acceptance Testing was successfully concluded; in
addition, Allied Chemical, under contract with NIPSCO, will operate the entire
FGD plant throughout the demonstration test year.

     To provide the data and information needed by potential users to evaluate
the process1 applicability in the utility industry, EPA employed the services
of TRW, Inc., an independent test and evaluation contractor, to monitor and
report the performance of the boiler and FGD plant during all periods of joint
operation from shakedown test operation through the demonstration test year.
The EPA/TRW test program includes three major tasks:  (1) the boiler baseline
test, (2) the acceptance test, and (3) the demonstration test.  The boiler
baseline test, conducted in 1974 and 1975, included chemical and physical
characterization of the boiler flue gas and evaluation of the boiler's operat-
ing performance.  The baseline test results, which established a basis for
comparing boiler performance before and after retrofit of the FGD plant, were
reported in February 1977.  The acceptance test—a brief period of intensive
testing during which the FGD plant had to meet stringent performance criteria
before being "accepted" by NIPSCO from Davy Powergas—was initiated on August
29, 1977, and successfully concluded on September 14, 1977.  A report of plant
performance during the acceptance test period is scheduled for release in
December 1977.  The demonstration test began on September 16, 1977, and is
scheduled to conclude on September 15, 1978.  This joint NIPSCO/EPA demon-

                                     651

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stration of the Wellman-Lord/Allied Chemical  FGD process will  provide useful
data and information on reliability and costs of the test system for compari-
son to other FGD processes and to other S02 emission control  alternatives.   A
final project report, scheduled for release in late 1978, will include infor-
mation on the pollution control performance,  secondary environmental effects,
reliability, and economics of the demonstration plant.   This  report, as well
as interim data and information developed during the demonstration year, will
be useful in the continuing evaluation of alternative techniques for control-
ling S02 and other pollutants from the combustion of fossil  fuels.

              History of the Well man-Lord/Allied Chemical
                    Flue Gas Desulfurization Plant

     As previously stated, the EPA/NIPSCO contract contained  a scope of work
which divided the project into three phases.   Phase I covered the preparation
of a process design manual and a capital and operating cost estimate.  Phase
II covered detailed engineering, procurement, and construction of the FGD
unit.  Phase III of the project involves the operation of the FGD unit for a
1-year period following the satisfactory completion of the acceptance test.

     The original scope of work in the EPA/NIPSCO contract called for a period
of performance for completion of Phases I, II, and III of 37  months from the
effective date of the contract (June 30, 1972).  The NIPSCO/Davy Powergas
contract contained an estimated period of performance for completion of Phase
II of 119 weeks, starting May 24, 1973, and ending September  5, 1975.

     Phase I of the project was completed by Davy Powergas on November 30,
1972.  The EPA and NIPSCO conducted a review of the process design manual and
the capital and operating cost estimates.  On January 21, 1973, NIPSCO author-
ized Davy Powergas to proceed with Phase II advanced engineering without final
commitment on capital equipment.  After extensive review of the capital cost
estimate by all parties involved, agreement was reached on a  contract ceiling
cost and Davy Powergas was given full release on Phase II of  the project on
May 24, 1973.

     Field mobilization for construction started on August 5, 1974, and the
civil subcontractor started work on August 29, 1974.  The civil package con-
struction activities were completed during December 1974.  The mechanical/
general subcontractor started field mobilization on March 31, 1975.

     A Unit No. 11 scheduled outage began on October 24, 1975, for duct work
and utility piping tie-ins.  These tie-ins were completed and Unit No. 11 was
restarted on December 5, 1975.

     Unit No. 11 flue gas was first introduced to the FGD plant booster fan
and absorber on July 19, 1976, and the FGD plant reduction system preheat was
first started on July 23, 1976.

     Project delays through the construction phase were caused by accelerated
cost escalation, extended contract negotiations, delays in design engineering
due to process changes, extended deliveries on equipment and material, fabri-
cation errors and delayed deliveries on prefabricated pipe, an absorber fire
during construction, and adverse weather conditions.


                                      652

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                     Preacceptance  Test Operation

     Following the first  introduction of flue gas to the FGD plant booster fan
and absorber on July 19,  1976,  there  were numerous shutdowns and startups of
the FGD plant due to a wide  variety of reasons.   Many of the shutdowns were
related to problems normally encountered in the startup of a major industrial
plant.  Other shutdowns were due  to operational  problems which occurred on
Unit No. 11.

     During the preacceptance test  operating period of the FGD unit, there
were three periods of sustained operation of the S02 recovery section of the
plant:
     Run no.

        1
        2
        3
Duration                 Period

15 days        Sept. 25 through Oct.   9,  1976
11 days        Oct.  13 through Oct.  23,  1976
14 days        Nov.  15 through Nov.  28,  1976
The S02 removal efficiencies  achieved  through these three periods of sustained
operations are shown in figures  1  through  3.

     During these periods the booster  fan  was operated at a fixed rate of
320,000 acfm (8,960 mVmin) (the 92  MW design level) to simulate performance
test conditions, while the load  on Unit No.  11 fluctuated from 60 MW to 108
MW.  The multileaf stack damper  was  open during these operating periods and,
at times, allowed flue gas from  Unit No. 6 to be pulled across the stack to
the absorber.

     The purge treatment section of  the plant was inoperable during most of
these operating periods.
                     3,000
                     2,000 -
                     ;,ooo -
                      200 -•-
                                    5           10


                                    RUN DURA TION, days
                                                          15
                           EXTRAPOLA TED THROUGH DA YS 3 AND 5 BECA USE
                           OF /NOPERA Tl VE INS TRUMENTA TION
      Figure  1.   Inlet and  outlet SOp concentrations during run no. 1.
                                     653

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               sf
2,000



;,500



;,ooo




 500


 200

   0
                                    5             10

                                    RUN DURATION, day*
                                                               IS
Figure 2.    Inlet  and  outlet S02 concentrations  during  run  no.  2.
                   5,000
                   2,000  -
                   7,000  -
                                     5             10

                                      RUN DURA T/ON, days

                          THE POOR SO 2 RECOVERIES DURING THIS PERIOD
                          RESULTED FROM POOR QUALITY SOLUTION CA USED
                          BY MECHANICAL PROBLEMS IN THE SODA ASH FEED
                          SYSTEM AND EVAPORA TIONAREA, AND LOW FEED
                          RA TES TO THE ABSORBER WHILE BALANCING TANK
                          INVENTORIES.
Figure  3.   Inlet and outlet  SCL  concentrations during run  no.  3.
                                      654

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     Following the start of preheat on July 23, 1976, the S02 reduction sec-
tion of the FGD plant was operated on S02 process gas for the first time on
November 17, 1976.  S02 feed rate was about 14,000 scfh (392 m3/h) or 55
percent of rated capacity.   Difficulty was encountered in properly draining
the condensed sulfur from the sulfur condensers to the sulfur pit, and the
reduction section was put back on hot standby on November 18, 1976.

     Modifications were made to the reduction system and the system was ready
to resume operation on S02  on November 28, 1976, when the main steam supply
from Unit No.  11 to the FGD plant was shut down for replacement of an attemper-
ator water line gasket.  During this shutdown, the emergency steam supply
system failed to operate properly and major freezeup problems occurred in the
outdoor areas of the FGD plant.  " During December 1976, repairs were completed,
and Unit No. 11 was shut down during the first 2 weeks of January 1977 for
scheduled boiler maintenance.

     On January 15, 1977, during startup of the Unit No.  11 boiler, a major
mishap resulted in an extended outage of the boiler.   The mishap was in no way
connected with or caused by FGD plant operation.

     Repairs to the Unit No. 11 boiler were started immediately and during
this period various work was performed throughout the FGD plant in preparation
for integrated operation scheduled for May 15, 1977.   The Unit No. 11 boiler
was actually restarted for the first time on May 5, 1977, but was limited to
half load until July 11, 1977, because of problems with the west air pre-
heater.

     The booster fan and absorber were started up on May 27, 1977, with Unit
No. 11 operating at about 50 to 60 MW gross.  The S02 reduction system was
started on June 14, 1977, and operated until June 16, 1977.  Shutdown on June
16 resulted from lack of S02 feed gas due to a switch from high sulfur to low
sulfur coal on Unit No. 11.   The reduction system was restarted on June 18,
1977, and operated through  June 23, 1977, with the exception of June 20 when a
shutdown was scheduled to install an additional sulfur drain line.  An average
of 13 tons (11.8 metric tons) per day of sulfur was produced from June 18 to
June 22, 1977.   The reduction system was shut down on June 24, 1977, for
checkout of natural gas leakage through the switch valves for the primary
reactor system and for modifications to the natural gas feed piping to elimi-
nate any chance of leakage  through the switch valves.  This natural gas leak-
age had been coloring the sulfur product from the first sulfur condenser.  The
entire FGD plant remained down for the balance of June 1977.

     Startup of the FGD unit began again on July 15,  1977, and various prob-
lems with the system and with Unit No.  11 were corrected prior to the start of
the FGD plant acceptance test on August 29, 1977.

                      Acceptance Test Performance

     The We11man-Lord/Allied Chemical FGD plant was contractually bound to
meet specific performance criteria before the plant could be "accepted" by
NIPSCO from Davy Powergas and before the year-long continuous test program
could begin.  The acceptance test performance criteria follow:
                                     655

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Performance Criteria

1.    The Contractor (NIPSCO) guarantees that during the acceptance testing the
     system will  perform on Unit No.  11 as follows:

     (a)  The system,  when operated with nominal  3% sulfur in the coal, shall
          achieve 90 percent sulfur dioxide removal  from the flue gas entering
          the absorber.

     (b)  The system's particulate emission rate shall not exceed the Federal
          New Source Performance Standard for Fossil-Fuel Fired Steam Gene-
          rators  that is current at the completion of Phase I.

     (c)  Based on the following costs, the net operating cost per hour shall
          not exceed $56.00.

          Electric Power      $0.007/kWh
          Steam               $0.50/1,000 Ib (373 kg) at 550 psig
                              (31.8 kg/cm2) and 750° F (399° C)
          Natural Gas         $0.55/1 million Btu

     (d)  The average chemical makeup over a 12-day operating period at an
          average of 320,000 acfm (8,960 itrVmin) (92 MW equivalent) shall be
          no greater than 6.6 tons (6 metric tons) of Na2C03 per day.  The
          value of antioxidant used during the 12-day period shall not exceed
          an average of $400 per day.

     (e)  The system shall be capable of producing byproduct sulfur having a
          sulfur assay of 99.5 percent minimum and shall be suitable for use
          in a sulfur-burning sulfuric acid plant.

2.    The Performance Criteria in paragraphs (a) through (e) above shall be
     demonstrated in accordance with the following paragraphs which cite the
     provisions by which the unit will be operated during the acceptance test:

          NIPSCO shall hold Davy Powergas responsible for the successful
          completion of the acceptance test period; accordingly, Davy Powergas
          shall be required to maintain a technical staff available until such
          time as the performance criteria have been fulfilled in an accept-
          ance test as follows:

          The test period shall consist of a 12-day test at an average load  of
          320,000 acfm (8,960 m3/min) (92 MW equivalent) followed by an 83-
          hour test at an average load of 390,000 acfm (10,920 mVmin) (110  MW
          equivalent).  During the test period the sulfur content of the coal
          will be nominal 3% sulfur.  Interruptions totalling less than 24
          hours will not be considered as a break in continuous operation
          except that the test period will be extended by this period of
          interruption.  Furthermore, if, for reasons beyond the Contractor's
          control, there is either a reason to separate the 92-MW and 110-MW
          test runs, having completed no less than 10 days of the 12-day test,
          or else the 110-MW test portion of the test has not been completed,
          then the 110-MW test can be restarted preceded by 3 days at 92 MW
          operation.

                                     656

-------
          Should, for reasons beyond the Contractor's control, it become
          necessary to adjust the basis for the performance criteria run, then
          Davy Powergas will prepare new performance procedures consistent
          with the performance criteria in this contract.  In no event will
          the emission criteria be changed.

As indicated in the acceptance test performance criteria statement above, the
acceptance test period was divided into two phases:

     Acceptance Test Phase I --12-day test at an average flue gas flow
                               rate of 320,000 acfm (8,960 m3/min) (92
                               MW equivalent).

     Acceptance Test Phase II--83-hour test at an average flue gas flow
                               rate of 390,000 acfm (10,920 mVmin)
                               (110 MW equivalent).

Details on the actual performance of the system during the test periods and
comparisons to the performance criteria are presented below.

Acceptance Test Phase I

     During acceptance test Phase I, the FGD plant was required to meet the
performance criteria indicated above while the boiler was firing a nominal 3%
sulfur coal and producing an average of 320,000 cfm (8,960 mVmin) of flue gas
at 300° F (149° C).  Each performance criterion is reviewed below and compared
to actual results obtained during the 12-day acceptance test period.
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     89
                                                            10
                                    11
12
                                 TEST DURATION, days
              Figure 4.  SC^ removal efficiencies during 12-day test.
                                     657

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     SQ2 Removal  EffJciency--The FGD plant was  required to remove 90 percent
     or more of the S02  in the boiler No.  11 flue gas.   The data taken from
     continuous monitoring equipment and averaged over each 2-hour period are
     presented in figure 4.   Figure 4 shows that the actual performance of the
     plant exceeded the  S02 removal performance criterion during the entire
     test period.

     Particle Emissions—Particle emissions from the FGD plant stack were to
     be limited to the Federal New Source Performance Standard (NSPS) for
     coal-fired boilers  in effect at the completion of the design phase of the
     project.  That standard was (and remains)  0.1 Ib (0.04 kg) of particle
     emissions per 1 million Btu of heat input  to the boiler.   Figure 5 shows
     the NSPS particle emission limitation and  the actual performance of the
     FGD plant in removing particulate matter.   The data presented are based
     on the average of a 3-hour particle sample taken on the days specified.
     As figure 5 indicates, the FGD plant consistently operated within the
     established particle emission limitation.

     Operating Cost for Electricity, Steam, and Natural Gas--Based on the
     following predetermined costs for electricity, steam, and natural gas,
     the operating cost of the FGD plant was required to be $56/hour or less
     for successful acceptance test operation:
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          Electricity:
          Steam:

          Natural Gas:
$0.007/kWh
$0.05/1000 Ib (373 kg) at 550 psig
(31.8 kg/cm2) and 750° F (399° C)
$0.55/1 million Btu
     Sodium Carbonate (NagCOa.) Makeup—During the absorption process, some of
     the sodium sulfite (Na2S03) in the scrubbing solution is converted to
     sodium sulfate (Na2S04).   Since the Na2S04 will not react with S02, it
     must be purged from the system to maintain the scrubbing solution quality
     at the proper level for maximum S02 removal efficiency.   Some additional
     sodium compounds are removed from the system with the residue on the
     flyash filter between the absorber surge tank and the evaporator.  The
     sodium removed from the system by these mechanisms must be made up by the
     addition of Na2C03.  The rate of Na2C03 addition, averaged over the
     12-day test period, was limited to 6.6 tons/day (6 metric tons/day).

     Sulfur Product Purity—Under the operating conditions specified for the
     acceptance test period, the FGD plant produces approximately 25 tons
     (22.7 metric tons) of molten sulfur per day.  The performance criterion
     for purity of the byproduct sulfur required that a 12-day composite
     sample contain less than 0.5 percent impurities.

     From the summary comments above, it is apparent that the FGD plant suc-
cessfully met all of the required performance criteria during the 12-day test
period.  The performance criteria and actual performance data are summarized
in table 1 below for easy comparison.

                                TABLE 1

 SUMMARY OF FGD PLANT PERFORMANCE CRITERIA AND ACTUAL PERFORMANCE DATA
                FROM THE 12-DAY ACCEPTANCE TEST PERIOD
Variable
assessed
Performance
criteria
Actual
performance
(average)
S02 removal efficiency, %            90

Particle emissions,
lb/106 Btu (kg/106 Btu)          0.1 (0.04)

Steam, electricity, gas cost
          $/h                        56

Sodium carbonate makeup,
tons/day (metric tons/day)          6.6 (6)

Sulfur product purity, %             99.5
                        91


                    0.04 (0.01)


                        43


                      6.2 (5.6)

                        99.9
                                     659

-------
During the 83-hour test period,  the FGD plant was required to meet S02  and
particle emissions criteria while the boiler was operating at a flue gas flow
rate of 390,000 acfm (10,920 mVmin) (110 MW equivalent).   Under these  strin-
gent operating conditions,  the S02 removal efficiency averaged 91 percent.
The average S02 emission rate was 0.5 lb/1 million Btu (0.19 kg/1 million
Btu), 42 percent of the NSPS for S02 emissions.   Particle  emissions averaged
0.03 lb/1 million Btu (0.11 kg/1 million Btu), 30 percent  of the NSPS for
particle emissions.

Maximum Capacity Test

     During the acceptance  test period, it was evident that flue gas rates
from the boiler for a given energy production rate had increased significantly
since the boiler baseline test was conducted in 1974 and 1975.   Because of the
increase in boiler flue gas rates, there was concern that  the FGD plant--
designed on the basis of 5-year-old boiler data—might not be able to process
the flue gas from the boiler at maximum load under current operating condi-
tions.  Therefore, at the conclusion of the 83-hour high-load test at a flue
gas flow rate of approximately 390,000 acfm (10,920 mVmin) (110 MW equiva-
lent), the boiler output was gradually increased, with the FGD plant booster
fan speed correspondingly increased to take the full flow of the flue gas from
the boiler.  At a flue gas  flow rate of 460,000 acfm (12,880 m3/min) (118 MW
equivalent), the two induced draft fans on the boiler outlet reached their
maximum speed.  At this peak boiler load, the FGD plant booster fan had
approximately 10 percent remaining capacity, indicating that the FGD plant
could process flue gas flow rates of approximately 506,000 acfm (14,168
mVmin) (130 MW equivalent) for brief periods, if necessary.

Problems Encountered

     Problems encountered during the acceptance test period are categorized
according to their occurrence in (1) the boiler, (2) the S02 recovery process,
or (3) the S02 reduction process.

     Boiler Problems—During the 12-day test period, 19 of a total of 31 hours
     of interruption were attributable to the boiler.  Ten hours of interrup-
     tion were the result of the intermittent tripping of a pressure sensitive
     switch in the duct upstream of the FGD plant booster fan which resulted
     in several unexpected interruptions of the booster fan operation.   The
     problem was corrected when it was discovered that water had caused an
     electrical short in the switch.  The remaining 9 hours of interruption
     attributable to the boiler were the result of a boiler feedwater pump
     failure and subsequent repairs.  Since these interruptions totalled only
     19 hours out of the total 288 hours (12 days) scheduled for the accept-
     ance test and since the interruptions were wholly attributable to boiler-
     side problems, no penalty was assessed to the FGD plant as a result of
     these interruptions.

     S02 Recovery Process Problems—S02 removal efficiencies in the S02 recov-
     ery process were 89 percent (rather than the required 90 percent) during
     two 2-hour averages.  The acceptance test period was extended by 4 hours
     to a total of 292 hours, and no further violations of acceptance test
     performance criteria occurred.


                                     660

-------
     S02 Reduction Process Problems—The pressure drop across the Claus react-
     or in the S02 reduction area increased beyond design values, requiring an
     8-hour shutdown for correction of a sulfur collection problem in the
     reactor.   While such an occurrence is defined as an "interruption" by the
     acceptance test performance criteria, the FGD plant was not penalized for
     the interruption because in normal, nontest operation, the problem could
     have been corrected while the S02 recovery process continued to operate
     with spent liquor from the absorber being stored in the plant's surge
     tank until the S02 reduction process was fully functional again.

     83-Hour Test Period—During the 83-hour test period, 3 hours of "inter-
     ruption"  occurred.  One hour was attributable to a turbine vacuum problem
     which resulted in the boiler output being reduced to 55 MW instead of the
     test requirement of 110 MW.  The remaining 2 hours were attributable to a
     2-hour average S02 removal efficiency reading of 89 percent rather than
     the required 90 percent.  All 3 hours of "interruption" time were added
     to the end of the 83-hour test period.

Acceptance Test Conclusions

     Continuous comparison of actual performance data from the FGD plant to
performance criteria established in the NIPSCO/EPA contract verified the
outstanding performance of the plant during the acceptance test period.  On
September 15,  1977, 14 hours after the conclusion of the acceptance test
period, EPA officially notified NIPSCO that the performance requirements
specified in the NIPSCO/EPA contract had been successfully fulfilled.  NIPSCO
similarly informed Davy Powergas of the utility's acceptance of the system on
September 16,  1977.  At the conclusion of the acceptance test period, the
demonstration  test year began.

                     Postacceptance Test Operation

     The EPA/NIPSCO contract specifies that the FGD unit will be operated for
1 year after satisfactory completion of the acceptance test.  This demon-
stration test  year began on September 16, 1977.

     During this 1-year demonstration test,  data will be collected to charac-
terize the operation of the Unit No. 11 and the FGD plant.

     Information collected during the demonstration test year will include
data relating  to:

     1.   Unit No.  11 fuel and its utilization.

     2.   Power production.

     3.   Flue gas quantity and quality.

     4.   FGD  plant utility requirements and their costs.

     5.   Makeup chemical requirements.
                                    661

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     6.    Maintenance requirements,  nature,  and costs.

     7.    Operating requirements and costs.

     8.    Reliability of the FGD system.

     9.    Byproduct sulfur quantity, quality,  and price obtained.

    10.    Quantity and quality of,  and the price obtained for,  the purged
          sodium sulfate granular solids.

    11.    Other information that would be useful for characterizing the oper-
          ating performance and cost of the S02 recovery/reduction to sulfur
          system.

     During the year-long test period, the Environmental Engineering Division
of TRW,  Inc., under contract to the EPA,  will  conduct a series  of tests of
system emissions,  fuel and ash analyses,  boiler efficiencies, and other system
characteristics.  During this time,  tests will also be performed with Unit No.
11 using coals with sulfur contents that are significantly higher and lower
than the normal 3.15% to 3.5% sulfur.   The results of these demonstration year
tests will be compared to the results of the baseline test which was performed
on Unit No. 11 by TRW, Inc., prior to installation of the FGD plant.

     The normal operating and maintenance staff of the FGD plant consists of:

                          3 administrators,
                          4 supervisors,
                         14 operators,
                          8 mechanics, and
                          2 analysts.

     Operators are scheduled three men per 8-hour shift, 7 days per week.
Administrators, supervisors, mechanics and analysts normally are scheduled for
8 hours per day, 5 days per week.

     The nine Unit No. 11 operators (three per shift) in the generating sta-
tion spend approximately a total combined time of 3 hours per day on FGD plant
related activities.

     It is premature at this time to comment on demonstration test year re-
sults.  However, we can state that as of October 20, 1977, the FGD plant has
recovered 699 long tons (710 metric tons) of marketable quality elemental
sulfur.

                    Future Plans for the FGD Plant

     Of primary concern during the 1-year demonstration test period will be
the collection and evaluation of performance and economic data.  TRW will
prepare a final report which will present the data collected over the 1-year
period.   It  is planned that the FGD plant will follow normal Unit No. 11
boiler operation (boiler startup, shutdown, load changes, fuel changes, etc.)
during the demonstration test year.


                                     662

-------
Comparison with Alternate Emission Controls

     NIPSCO will also be comparing the Well man-Lord/Allied FGD system operat-
ing and economic characteristics with S02 emission control alternatives.  The
other three generating units at Dean H.  Mitchell  Station are presently burning
low sulfur Western coal, which presents an opportunity for comparing the low
sulfur coal alternative with the Well man-Lord/Allied Chemical FGD system.

Alternate Gaseous Reductant Studies

     In 1972 when the NIPSCO FGD plant was designed, there was little or no
concern that the process required the use of approximately 14,000 scf of
natural gas per long ton (386 m3/metric ton) of sulfur produced.   However, the
cost and (particularly) the availability of natural gas have changed dras-
tically in the 5 years since the system was designed, and the use of an alter-
nate reductant is needed to alleviate this unanticipated disadvantage of the
system.  EPA and NIPSCO are considering joint investigation of alternate
gaseous reductants including gases generated by the gasification of coal.  It
is visualized that hydrogen and carbon monoxide sources such as low Btu gas
would be suitable for the S02 reduction installation at NIPSCO.  If a suitable
technology is identified that shows economic and technical promise for demon-
stration with the Well man-Lord/Allied Chemical FGD plant at NIPSCO, the cur-
rently scheduled year-long test period may be extended to include the demon-
stration of alternate gaseous sources for the reduction of S02 to sulfur in
the Allied reduction installation.

SQ9 Coal Conversion

     The ultimate reductant source is the abundant supply of coal.  Allied
Chemical has developed technology for the direct reduction of S02 to sulfur
utilizing a wide range of steam coals.   A longer range demonstration program
to advance this technology to commercial availability is also under consi-
deration for the NIPSCO FGD site.

High Efficiency Absorber Operation

     EPA has indicated an interest in extending the demonstration period
beyond 1 year to assess the effect of the addition of a fourth Koch valve tray
to the absorber on S02 removal efficiency.  Preliminary studies suggest that a
fourth tray would permit S02 removal efficiencies in excess of 95 percent.
Removal efficiencies in this range could allow attainment of NSPS for S02 (1.2
lb/1 million Btu or 0.45 kg/1 million Btu) while bypassing some untreated flue
gas to reheat the treated flue gas.   In addition, the demonstration of high
efficiency absorption capability would be pertinent in case the Federal NSPS
for S02 were to be made more stringent.   A second area of interest in the
study of high efficiency absorber operation is the evaluation of a novel tray
design in place of the conventional  Koch tray.  The novel tray design deve-
loped by Merix Corporation may be installed as the fourth tray in the ab-
sorber to evaluate the tray's S02 removal capabilities and to demonstrate in
field application that the tray can operate effectively and efficiently with-
out recirculating scrubbing solution to the tray.  The developer claims that
the makeup sodium carbonate solution alone will provide sufficient flow to
support satisfactory operation of the tray.


                                     663

-------
Energy/Economic Optimization

     The first year of demonstration testing will  determine the ability of the
FGD plant to follow the typical operating requirements imposed by the boiler
during the year.  The test and evaluation program is important and significant
from the standpoint of demonstrating the plant's versatility, reliability, and
operability.  Operating cost data will  also be logged for comparison to the
costs of other S02 control alternatives.  An extension of the test period
would permit optimization of the energy and economic demands of the plant to
the benefit of NIPSCO and other potential users who may use the same or simi-
lar technology in the future.

Comparative Assessment of Oil- Versus Coal-Fired Boilers

     EPA's Industrial Environmental Research Laboratory at Research Triangle
Park has initiated a program for the comprehensive environmental assessment of
conventional combustion processes.  One aspect of that program is the compara-
tive assessment of a well-controlled utility boiler firing coal and a well-
controlled utility boiler firing oil.  NIPSCO's boiler No. 11 is being consid-
ered for investigation as the well-controlled coal-fired boiler in this study.
At the sites chosen, EPA will conduct comprehensive characterizations of all
inlet streams to and outlet streams from the boiler and its control equipment.
The feedstream and emissions characterization data will be used to assess the
environmental, economic, social, and energy impacts of the combustion system
and associated pollution control equipment.

     We expect that the data obtained over the 1-year demonstration period and
from any additional testing will be definitive and will be of value to the
utility industry in relation to the decisions yet to be made about S02 emis-
sion controls.
                                     664

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   DESIGN  OF THE  100 MW  ATOMICS INTERNATIONAL  AQUEOUS
CARBONATE  PROCESS  REGENERATIVE  FGD DEMONSTRATION  PLANT
                                 Donald R. Binns

                       ACP Demonstration Plant Project Manager
                               Rockwell International
                            Atomics International Division
                               Canoga Park, California

                                       and

                               Dr. Robert G. Aldrich

                     Director of Research and Development Projects
                         Niagara Mohawk Power Corporation
                                Syracuse, New York
           ABSTRACT

               A program is now underway to design, build, test, and operate a
           100 MW second generation flue gas desulfurization (FGD) demonstra-
           tion plant for the New York State electric utilities. The program is jointly
           sponsored  by the Empire State  Electric Energy Research Corporation
           and the U.S. Environmental Protection Agency. The FGD process to be
           demonstrated is  the  Atomics International (Al)  Aqueous Carbonate
           Process (ACP).
               Phase I of the program started on January 3, 1 977, and was com-
           pleted on May 20, 1977. The results are a preliminary design of the
           demonstration  plant,  a final estimate of the cost for completing the
           demonstration plant program (final design, procurement, construction,
           startup, and operation for one year), cost projections for 500 MW and
           1000 MW  ACP plants, and a work plan for Phase  II.
               This paper briefly describes the ACP process and also describes the
           demonstration  plant which will  be  built and operated  by  Al  at the
           Huntley Generating Station of the Niagara Mohawk Power Corporation.
                                      665

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                           I.   INTRODUCTION

     A program is now underway to design,  build,  test, and operate a
100 MW second generation flue  gas desulfurization (FGD) demonstration
plant for the New York State electric  utilities.   The program is sponsored
by the Empire State Electric Energy Research Corporation (ESEERCO)* and
the U.S.  Environmental Protection Agency (EPA); the FGD process to be
demonstrated is the Atomics International  (AI)  Aqueous Carbonate Process
(ACP).  Phase I of the program started on  January 3, 1977, and was
completed on May 20, 1977.   This  paper briefly  describes the ACP and
then describes the results  of  the Phase I  preliminary design of the
demonstration plant which will  be built and operated by AI at the Huntley
Generating Station of the Niagara Mohawk Power  Corporation.
                              Present To

              Fourth Symposium on Flue Gas Desulfurization
                          November 8-11, 1977

                             Sponsored by

                 U.S. Environmental Protection Agency
             Industrial Environmental Research Laboratory
             Research Triangle Park, North Carolina  27711
*Note:    ESEERCO is a non-profit research and development corporation.
          Its members are Central Hudson Gas & Electric Corporation;
          Consolidated Edison Co. of N.Y. Inc.; Long Island Lighting
          Company; New York State Electric & Gas Corporation; Niagara
          Mohawk Power Corporation; Orange and Rockland Utilities, Inc.;
          Power Authority of the State of New York; and Rochester Gas
          and Electric Corporation.


                                  666

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                  II.  THE AQUEOUS CARBONATE PROCESS

     The ACP is an advanced, regenerative, sodium carbonate-based FGD
process which uses a spray dryer as a scrubber, solid carbon as the
sulfur oxide reducing agent, and produces elemental sulfur as the
byproduct.  There are six major process steps in the ACP.  These are
(1) flue gas scrubbing, (2) spent absorbent collecting, (3) reduction,
(4) quenching and filtration, (5) carbonation, and (6) sulfur production.
Figure 1 is a block flow diagram which shows these process steps as they
would be assembled for application to an existing power plant.

     The scrubbing and spent absorbent collecting steps are coupled to
the power plant, and to each other, by the flue gas stream which flows
through them.  They make up the gas-cleaning subsystem.  The remaining
four process steps are decoupled from the gas-cleaning subsystem by
providing adequate storage capacity for both spent absorbent and regener-
ated scrubbing solution; they make up the regeneration subsystem.  The
decoupled feature of the process is emphasized by the dashed line in
Figure 1, which separates the gas cleaning and regeneration subsystems.
                                667

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                                        668

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                   III.  THE FGD DEMONSTRATION PLANT

A.   THE DEMONSTRATION PLANT PROGRAM

     The ACP demonstration plant program is being sponsored jointly by
the Empire State Electric Energy Research Corporation (ESEERCO) and the
U.S. Environmental Protection Agency (EPA).

B.   PROGRAM SCHEDULE

     The program resulted from an ESEERCO response to the EPA Request
for Proposal DU-75-A175 for programs to demonstrate advanced regenerable
flue gas desulfurization processes; a four-phase program is called for
with the following scope and schedule:
     Phase I        Preliminary Design and
                    Final Cost Estimate

     Phase IA       Review of Phase I

     Phase II       Plant Supply (Final
                    Design, Procurement,
                    Construction)

     Phase III      Acceptance Test

     Phase IV       Test Operations
January 3 - May 20, 1977


May 20 - August 1977

August 1977 - September 1979



October - December 1979

December 1979 - December 1980
     Phase I started on January 3, 1977, and was completed on schedule
20 weeks later on May 20, 1977.  The principal results of Phase I are a
complete preliminary design of the demonstration plant and a final cost
estimate for Phases II, III, and IV of the program.  Cost projections
for 500 MW and 1000 MW plants were also generated.  The results of
Phase I are currently being reviewed by ESEERCO and the EPA.

     Although the start of Phase II has been delayed from the schedule
projected during Phase I, the relative relationships of the remaining
tasks are unchanged, and the length of the tasks will remain approximately
the same except where there is an effect of winter weather at the
construction site.

C.   PROGRAM COST ESTIMATE

     The preliminary design work of Phase I was done over a period of 20
weeks at a program cost of $300,000 and is very detailed and thorough.
Because of this, the cost estimate based on the design work is believed
to be quite accurate.
                                 669

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     The cost of  Phase  II,  the  plant  supply phase,  is  estimated  at
$18,124,270,  startup  (Phase III)  is estimated at $883,802,  and the
one-year test program is  estimated to cost $3,352,907  for a total program
cost of $22,370,979.   In  addition, it is recommended that $1,671,500  be
kept as a general  program reserve.  All  of these costs are  escalated
according to  the  program  schedule shown  in Figure 2.

D.   DEMONSTRATION PLANT  PROCESS

1.   Design Basis

     The Demonstration  Plant is designed to treat the  full  300,000  scfm
flue gas stream generated by Unit 66  of  the C. R. Huntley Station when
operating at  the  100  MW level,  and to regenerate spent absorbent at a
rate equivalent to an average power  level  of 60 MW.

     The fuel for Unit  66 will  be a Williams coal containing a nominal
2.5% sulfur.   The coal  composition is given in Table  I.  When this  coal
is burned, the flue gases will  have  the  characteristics listed in Table  II.
The gas cleaning  subsystem is designed to remove at least 90% of the  S02
from this flue gas and  to discharge  the  cleaned flue  gas at a temperature
at least 50 F above its water dewpoint and containing  less  than  0.01  gr/scf
of particulate matter.

     The regeneration subsystem is designed to run as  a steady-state,
base-loaded chemical  plant.  Its  design  throughput is  equal to the  spent
absorbent production  rate of the  gas  cleaning subsystem when the flue
gas flow is at the 60 MW rate.   A two-day surge capacity for spent
absorbent and scrubbing solution  is  incorporated in this design.  The
regeneration  subsystem is designed to use petroleum coke as the  reducing
agent, but the capability to perform  tests with coal  has been designed in.

2.   Gas Cleaning Subsystem

     Flue gas enters  the spray dryer  scrubber at a flow rate of  299,800  scfm,
a temperature of 320 F, and with  an  S02 concentration of 1365 ppm  (wet).
The tail gas  from the Claus plant is  recycled to the scrubber at a  flow
rate of 5162  scfm, a  temperature  of  500 F, and with an S02  concentration
of 1823 ppm.   This gas stream is  mixed with the boiler flue gas  to
produce a net gas flow rate of 304,977 scfm, at a temperature of 325  F,
and with an SO^ concentration of 1374 ppm.  The flue gas flows downward
through a finely atomized spray of  scrubbing solution in the spray
dryer.  The scrubbing solution, at  a  flow rate of ~65 gpm  and an  effective
sodium carbonate concentration of 22.3 wt %, is diluted with 43  gpm of
process water before contacting the  flue gas in the dryer.   The  sodium
carbonate reacts with and neutralizes approximately 92.7% of the S02;
the heat from the flue gas evaporates the water from the droplets,
forming dry  particles made up of a  mixture of sodium sulfite, sodium
                               670

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                                    TABLE I
                          COMPOSITION OF WILLIAMS COAL
Ultimate Coal  Analysis, Dry^     %
  Carbon                      78.05
  Hydrogen                     5.36
  Oxygen                       5.54
  Nitrogen                     1.45
  Sulfur                       2.50
  Chlorine                     0.07
  Ash                          7.03
UItiir.ate Ash Analysis, Dry
  Si02
  Fe2°3
  A12°3
  CaO
  MgO
  so3
  P2°5
                                          Ti0
38.80
22.17
21.21
 5.96
 1.24
 6.19

 1.28
 1.21
 0.96
                                    TABLE II
                         DESIGN FLUE GAS CHARACTERISTICS
     Temperat  -e (°F)
     Particle Loading (gr/scf)
     Composition (vol %, dry basis)
          a)   N2
          b)   C02
          c)   02
          d)   Ar
          e)   S02
     Molecular Weight of Dry Gas
     Moisture Content (vol %, wet basis)
     Full-Load Flow  (scfm, wet, 70°F, 1 atm)
                     320
                     0.05

                     79.50
                     10.88
                     8.51
                     0.97
                     0.143
                     30.24
                     5.0 to  6.5
                     300,000
                                        672

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sulfate, unreacted sodium carbonate, and agglomerated ash.  Chlorides in
the form of HC1 acid mist also enter with the flue gas at a rate of
about 60 Ib of HC1 gas (based on a coal firing rate of 83,300 Ib/h of a
coal containing 0.07 wt % chlorine).  The scrubbing solution reacts with
97% of the HC1 mist to form sodium chloride which is thus also present
in the spent absorbent mixture.

     The flue gas at a flow rate of 322,862 scfm, a temperature of
170 F, an SO^ concentration of 95 ppm, and entrained spent absorbent at
4.27 gr/scf reaves the dryer and enters a two-stage particle collection
system consisting of cyclones followed by an electrostatic precipitator.
The two banks of eight cyclones remove approximately 11,271 Ib/h of
spent absorbent, and reduce the particle concentration to 0.2 gr/scf at
the cyclone exit.  The gases leave the cyclones and enter an electrostatic
precipitator in which an additional  497 Ib/h of spent absorbent is
collected.  The precipitator reduces the particle concentration to
0.01 gr/scf before discharge to the stack.  The flue gas from the preci-
pitator passes through an air-foil-type induced draft fan operating at
322,862 scfm, at 162 F, and 22-in. water suction pressure, and is
exhausted into a 200-ft stack.   The SOp concentration at the point of
discharge from the plant is 95 ppm.

     The spent absorbent is collected by a negative pressure pneumatic
conveying system from the cyclones and precipitator and is transported
to the storage hopper.  The hopper provides a 48-h holdup of spent
absorbent at the 100 MW level of operation.   The spent absorbent is
removed from the hopper with a variable speed weigh belt feeder and is
transported pneumatically to the regeneration subsystem.

3.   Regeneration Subsystem

a.   Reducer

     The spent absorbent and the carbonaceous material  required for
sulfate reduction (petroleum coke or coal) are removed from their
respective storage hoppers through gravimetric weigh belt feeders and
are conveyed pneumatically to the solids collection hopper at a rate of
7,077 Ib/h of spent absorbent and 1,760 Ib/h of carbon.   The mixture of
spent absorbent and carbon is removed from the hopper with a weigh belt
feeder and is injected through three rotary air locks into the reducer
vessel  beneath the melt bed.   This is done with a positive pressure
conveying system through three conveying lines.   The pneumatic conveying
system uses approximately 1,662 Ib/h (326 scfm) of recycled, cooled, and
water-scrubbed reducer off-gas  for conveying the solids  into the reducer.

     The reducer combustion air blower provides 9,436 Ib/h (2,127 scfm)
of air for the combustion of carbon  in the reducer, in order to supply
the heat necessary for preheating the incoming solids and air to 1800 F,
and for making up the heat of reaction and vessel  heat losses.   The air
from the blower, at a temperature of 265°F,  passes through an indirect
                                673

-------
oil-fired air heater and  is  preheated  to 1000°F.   The air from the  air
heater is split into sixteen air  nozzles and  is  injected  into  the reducer
beneath the  melt bed.   The oil  usage of the heater is 27  gal/h.

     The flow rate of spent  absorbent  into the reducer is controlled  by
manually setting a ratio  of  spent absorbent to coke as a  function of  the
C0/C02 ratio in the reducer  off-gas.   The flow rates of air and coke
into the vessel are varied simultaneously by  the  melt bed temperature.

     The sodium sulfite and  sodium sulfate in the spent absorbent are
reduced to sodium sulfide in a  molten  bed of  sodium carbonate  and sulfide
at a nominal temperature  of  1800  F.  Approximately 4,856  Ib/h  of the
molten mixture (smelt) of sodium  carbonate, sodium sulfide, unreacted
carbon, and  ash are continuously  withdrawn from  the reducer through a
spout located on one side of the  vessel.  In  addition to  the smelt,
approximately 746 Ib/h (148  scfm) of hot reducer off-gas  flows from the
reducer through the smelt spout.

     The smelt is shattered, quenched, and dissolved (to  form green
liquor) in a cylindrical  quench tank.   The smelt is shattered  by a
1000 Ib/h steam jet, a low pressure green liquor recirculation nozzle
(60 gal/min), and a low pressure  quench tank  water make-up nozzle
(31 gal/min).  The tank is equipped with an agitator to ensure adequate
dissolution  of the smelt. The  quench  tank temperature is maintained  at
approximately 220 F by the quench tank recirculation cooler.

     The reducer off-gas, at a  temperature of 1800°F, and containing
6 gr/scf of sodium chloride, sodium sulfate,  and sodium carbonate  particu-
late, flows  from the reducer at 14,335 Ib/h (2847 scfm) into the venturi
scrubber where the gas is contacted with recycled solution sprays  to
remove particulate.  The  solution flow rate is 54,043 Ib/h (108 gal/min)
at a liquid/saturated gas ratio of about 20 gal/1000 ft .  The reducer
off-gas is saturated with water and is cooled to 140 F.  The saturated
gas, along with 47,200 Ib/h  (94 gal/min) of excess solution, flow  from
the venturi  scrubber into the gas cooling tower.

     Water is recirculated at 109,341  Ib/h (219  gal/min)  through the
cooling tower to absorb heat from the  reducer off-gas.  Essentially all
yf the particles entrained in the off-gas (sodium chloride, sodium
sulfate, and sodium carbonate)  are removed from the off-gas in the  venturi
scrubber and the gas cooling tower and are purged from the system.   The
purge stream of 7,144 Ib/h (14  gal/min) contains 0.75 wt % sodium chloride,
0.87 wt % sodium carbonate,  and 0.40 wt % sodium sulfate.

     The quench off-gas vapors, consisting of quench steam and reducer
off-gas, are cooled and scrubbed in the quench off-gas tower cooler with
a recirculating water stream.  The bleed flow from the tower recirculation
loop provides the make-up water for the quench tank.
                                  674

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b.   Filtration

     The green liquor is pumped from the quench tank at a rate of
21,128 Ib/h (35 gal/min) through the green liquor cooler where the
temperature is reduced from 220 F to 100 F.  The solids, consisting of
unreacted ash and carbon, are concentrated in the liquid cyclone to an
underflow solids concentration of about 5 wt %.  The solids discharge
from the cyclone flows into a rotary vacuum precoat ash filter in which
the solids are removed from the green liquor, washed with fresh water,
and discharged at 50% moisture from the system at ?. rate of 455 Ib/h.
The filtrate and wash water, at a rate of 4,098 Ib/h (7 gal/min), are
pumped along with the cyclone overflow (17,197 Ib/h or 29 gal/min) into
the green liquor storage tank.  The tank provides 12 hours of liquor
hold-up.

     A green liquor surge tank has been provided to allow the ash filter
to be taken off-line for precoating.  The nominal thickness of precoat
at the beginning of the cycle is 6 in., which is sufficient for 12 hours
of continuous operation.  During the period when the filter is off-line
for re-precoating, the green liquor is stored in the surge tank.  The
time required to re-precoat the filter is 2 to 4 hours.  As the filter
is brought back on-line, it receives slurry from each of the liquid
cyclones until the surge tank is emptied.  The surge tank provides for
12 hours of liquor hold-up.

c.   Carbonation

     The green liquor is contacted with the reducer off-gas in a series
of sieve tray columns, producing a gas stream containing 31.9 vol %
hydrogen sulfide (wet) and a liquid stream having an effective sodium
carbonate concentration of 22.3 wt %.  The process details are proprietary,

     The regenerated carbonate flows from the carbonation system into a
vertical tank, vertical leaf filter where a nominal  105 Ib/h of wet cake
is formed.  At 50% moisture, the cake contains 23.3 Ib/h of ash solids
and 10 Ib/h of precoat, with the remainder being process liquor; this is
discharged on a batch basis.

     After filtration, the liquor is stored in the scrubbing solution
storage tank, which has a capacity sufficient for 48 hours of operation
at the 100 MW level.  Makeup sodium carbonate is periodically conveyed
into the tank from a 20-ton self-unloading truck.  The dry carbonate is
contacted with a stream of recirculated scrubbing solution and fresh
water and is dissolved.  The tank is equipped with an agitator to aid in
the dissolution of the carbonate.  Based on the average steady-state
carbonate makeup rate of about 200 Ib/h, one truck will be required
approximately every 8 days.
                                675

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d.   Glaus Plant

     The Claus plant is a standard,  commercial  three-stage sulfur plant
designed to recover 96.4% of the  sulfur in the  feed.   The nominal
recovery of sulfur from the feed  stream is 13.53 ton/day.

e.   Plant Auxiliaries

     The plant auxiliaries include the coal  and coke unloading and
storage system, ash disposal, cooling water, and process water.

     Coke and coal are transferred from a delivery truck to their respective
storage hoppers by a negative pressure conveying system using a common
exhauster.  The coke storage hopper has been sized for a 5-day capacity;
the coal hopper has been sized for a 3-day capacity.   The coal handling
equipment excludes any coal drying and grinding equipment.  It has been
assumed that the coal would be removed from the Huntley Station coal
pile and would be transported to  a local facility where the necessary
coal drying and grinding would be performed.  The coal would then be
returned by truck to the Huntley  site and would be unloaded into the
coal storage hopper.

     The cooling water and process water requirements are supplied by
vertical pumps located in the intake tunnel  of Units 61 and 62.  High
pressure (60 psi) cooling and process water are supplied by centrifugal
boost pumps.  The cooling water is discharged back to the river through
an existing 42-in. line.

     The ash collection system receives wet ash cake from the ash filter
and the leaf filter.  The filters are located on the second floor of the
filter building and the wet solids, at 50% moisture, flow by gravity
into a sump located beneath the filters on the first floor.  The ash
solids are removed from the sump  at a rate of 560 Ib/h and are transported
to the Huntley coal pile for final disposal.

E.   PLANT DESCRIPTION

1.   Plant Location

     The Demonstration Plant will be built within the boundaries of the
C. R. Huntley Station of the Niagara Mohawk Power Corporation; the
station is located in Tonawanda (near Buffalo), New York, on the east
bank of the Niagara River.  The location of the Demonstration Plant
within the station boundaries is  shown in Figure 3.

     The Demonstration Plant will be located east of Unit 66, next to
the existing electrostatic precipitators.
                                 676

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2.   Plant Description

The equipment arrangement is shown in Figure 4.   A brief description of
the Demonstration Plant equipment follows:

a.   Gas Cleaning Subsystem

     The gas cleaning subsystem consists of the  shut-off damper and
ducting, the spray dryer scrubber, the spent absorbent cyclone collectors,
the electrostatic precipitator, the induced-draft fan, and the new
stack, plus the spent absorbent transfer system, spent absorbent storage
hopper, scrubbing solution storage tank, and auxiliaries.

     The spray dryer scrubber has a 42-ft diameter drying chamber contain-
ing 5 centrifugal atomizers.   The chamber has a  conical  bottom, and is
approximately 60 ft long.  There are two banks of 8 cyclones,  arranged
in parallel so that one bank can be shut down at low gas flow  rates.
The electrostatic precipitator chamber is about  40-ft high, 45-ft wide,
and 36-ft long.  The ID fan is an air foil type  with inlet vane control;
it is driven by a 2250 hp motor.  The fan discharges into a self-supporting
carbon steel stack, 14-ft diameter by 200-ft high.   These items of
equipment make up the gas train and are shown in Figure 5.

     The spent absorbent storage hopper is a vertical bin with a conical
bottom, 26-ft in diameter, with a capacity of 248 tons of spent absorbent.
The spent absorbent transfer system is a pneumatic system which conveys
the spent absorbent from the cyclone and electrostatic precipitator
hoppers to the storage hopper.  The scrubbing solution storage tank is a
vertical tank, 28-ft in diameter by 34-ft high and holding 158,600 gal
of solution.

b.   Regeneration Subsystem

     Reduction System:  The reduction system is  made up of the reducer,
quench tank, reducer off-gas system, reducer preheat equipment, and
auxiliaries.

     The reducer is a 14-ft diameter OD steel vessel with conical top
and bottom sections and rounded heads; it is about 32-ft tall.   It is
lined with a 15-in. layer of Monofrax A alumina  blocks,  backed by a
6-in. thick layer of Alfrax 66 castable refractory.   It is supported by
the reducer building structural steel and discharges reduced melt by
gravity flow into the quench tank.   Figure 6 shows the reducer and
quench tank vessels.
                                  678

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     The quench tank is a cylindrical  carbon steel  tank 8-ft in diameter
by 12-ft high, holding 4500 gal.   It is equipped with triply redundant
melt shatter jets, a 10 hp side-entering agitator,  a green liquor recir-
culation system, and an off-gas system.

     The reducer off-gas system consists of a venturi scrubber (40-in.
water pressure drop), gas cooling tower (a 4-ft diameter by 12-ft tall
packed tower), and fan (a 40 hp centrifugal  fan).   It cools and scrubs
the COg-rich reducer off-gas for use in the  regeneration system.

     The reducer preheat equipment consists  of a 7.5 million Btu/h
dual-fuel  burner and a 15 hp centrifugal fan; it is used during reducer
startups.

     The reducer auxiliaries include the air heater, a 1.75 million Btu/h
oil-fired  heat exchanger.

     Green Liquor System:  The green liquor system is used to remove the
ash and carbon from the green liquor prior to regeneration.  It contains
the green  liquor cooler, the ash filter system, the storage tank and
surge tank, and auxiliaries.  The cooler is  a 2.2 million Btu/h titanium
plate-and-frame heat exchanger.  The ash filter system is a rotary
vacuum precoat filter system; the filter drum is 3-ft in diameter by
2-ft long.  The storage tank and surge tank  are both 22,000 gal tanks made
of carbon  steel with an epoxy lining.   The auxiliaries include a
liquid cyclone, pumps, and agitators.

     Regeneration System:  The regeneration  system contains the sieve-
tray towers and other equipment used to convert the green liquor sulfide
solution into sodium carbonate solution and  hydrogen sulfide gas.

     Glaus Plant:  The Claus plant is  a skid-mounted, shop-fabricated
unit.  It  processes the hydrogen sulfide gas generated in the regener-
ation system and converts it into 14 tons/day of elemental sulfur.  In
addition,  it produces 6200 Ib/h of steam for use in the Demonstration
Plant, and its incinerator treats the  plant  vent gas streams.

F.   UTILITY AND OFF-SITE REQUIREMENTS

     There are 12 plant inputs, 7 plant outputs, and 4 site features
which must be provided for under the general topic of Utility and Off-
Site Requirements.  These inputs, outputs, and site features are
described  below and are shown on Table III.
                                 682

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1.    Plarvt Inputs

a.    Main Water Supply

     The main Demonstration Plant water supply provides the process
water and cooling water.   All  of this water will be obtained from the
Huntley cooling water inlet canal (tunnel).  The pumps, screens, filters^
transfer lines, and valves required to obtain this water and bring it to
the use points will be installed.  The nominal flow rate of the main
water supply will be 1650 gal/min, with the cooling water temperature
rise limited to 18 F.  The water supply will be provided by two 2,000-gpm
pumps, one a spare.

     Process Water:  The  Demonstration Plant will have a maximum usage
rate of 95 gal/min of process  water, which will be used primarily to
make up the scrubbing solution and to wash filter cakes.  Almost all of
this water will be used up, mostly by evaporation.

     Cooling Water:  The  Demonstration Plant will have a maximum cooling
water usage rate of 1550  gal/min.  All of this water will be returned to
the river, along with about 15 gpm of process water.

b.    Pi re Protection Water Supply

The Fire Protection Water Supply will be tied into the Huntley Plant
Fire Protection System.  Sprinkler protection will be provided for the
control room and other buildings, and four 500-gpm (nominal) hydrants-
hose reels will be installed,  one at each corner of the Demonstration
Plant site.

c.    Potable Water Supply

     Potable water will be taken from within the Huntley Plant and will
be used to make up the steam generator feed water and to service the
change rooms and lavatories.  The maximum steady usage rate (for the
steam generator) is 2.8 gal/min.

d.    No. 2 Fuel Oil
     A 20,000-gal oil storage tank will be installed.  Usage rates will
be 1.2 gpm during steady-state.  A cold startup will require about 2,500
gal over a period of about 44 hours.

e.   Propane

     Propane will be used to cure the reducer refractory and to start up
the Claus plant.  Two 1000-gal propane tanks and a propane vaporizer
will be provided.
                                684

-------
f.   Petroleum Coke

     The Demonstration Plant will be designed to use petroleum coke as
the reducing agent, although tests with coal will also be performed.
The coke supply will be received in covered hopper trucks and stored in
the 100-ton coke hopper.   The maximum usage rate will be 1760 Ib/h.

q.   Coal
     The power plant coal will be used as the reducing agent in some
tests.   This coal will be provided from Niagara Mohawk coal pile.
Crushing and grinding will be accomplished prior to loading in the 75-
ton coal surge hopper.  The maximum usage rate will be about 2000 Ib/h.

h.   Electrical  Power

Electrical  power at 23 kV will be supplied from the Niagara Mohawk
underground electrical distribution system to the Demonstration Plant
substation.  The total connected load is 4,650 kW, and the maximum
process usage rate will be 3,771 kW.

     An emergency electrical supply at 4160 V will be supplied from the
Huntley reserve service.  Capacity will be limited to 500 kVA, but is
sufficient to safely maintain the Demonstration Plant in a standby or
safe shutdown mode.
i.
Carbonate Make-up
     The carbonate make-up rate will be 201 Ib/h.  Sodium carbonate will
be trucked onsite in covered hopper trucks and loaded into the Demonstration
Plant make-up system.   At start up, 400,000 Ibs will be required.

j.   Sulfuric Acid

     Sulfuric acid will be used to neutralize the chloride purge stream;
about 4 gal/h will be needed.

k.   Diatomaceous Earth

     Diatomaceous earth will be used as a precoat material for the ash
filter; 20 Ib/h will be used.

1.   Flue Gas
     The flue gas will  be taken out of the Unit 66 duct above the power
plant roof and ducted east over the roof of Unit 66 and then down and
into the spray dryer scrubber.   A shutoff damper will be installed in
the Demonstration Plant duct.
                                 685

-------
2.   Plant Outputs

a.   Water

     The plant discharge water will  be made up of the cooling water
return, the neutralized chloride purge stream, steam generator effluents,
and surface drain streams.   The total  steady flow rate will be 1565 gpm,
most of which will be cooling water.   All of this water will  be discharged
into the 42-in. water drain line which runs underground north of the
Demonstration Plant site.

     Steam Generator Effluents:  The Claus plant steam generator will
require a feedwater conditioning system which will  use a demineralizer.
The demineralizer regeneration system liquid effluents will be disposed
of by neutralizing them in  the chloride purge stream system and disposing
of them along with the neutralized chloride purge stream.

     The steam generator blowdown of 30 gal/h will  also be disposed of
in the 42-in. drain line.

     Drains and Storm Sewer:  The storm sewer, snow-removal sewer, and
other surface plant drains  will all  be discharged into the underground
42-in. line.  No process drains, wash streams, etc., will  be discharged
into surface drains; they will all be accommodated within  the process
itself.

b.   Sanitary Sewer

   .  The lavatories, change room, and drinking fountain drains will be
discharged into the 6-in. pressurized sewer line running underground
near the Demonstration Plant site.

c.   Filter Cake

     There are two filter cakes discharged from the Demonstration Plant:
the ash filter cake and the leaf filter cake.  It is planned to discharge
both cakes into a common hopper and dump them on the plant coal pile.
(Tests have shown that the  mixture of fly ash and filter cake has no
sulfide odor.)

     There will be a maximum of 455 Ib/h of ash filter cake and 105 Ib/h
of leaf filter cake.

d.   Stack Gas
     The stack gas will be discharged through the 200-ft high, 14-ft ID,
self-supporting steel Demonstration Plant stack at a maximum rate of
410,000 scfm at a minimum temperature of 170 F.
                                 686

-------
e.   Glaus Plant Tail Gas

     When the Demonstration Plant scrubber is in operation, the Claus
Plant tail gas will be discharged into the scrubber inlet.  When the
scrubber is not in operation, the tail gas will be ducted into the main
Unit 66 outlet duct for disposal to the main Huntley stack.  The tail
gas will have a maximum flow rate of 5150 scfm (70 F), will contain up
to 0.18% S09, and will have a maximum temperature at the Unit 66 duct of
600°F.     
-------
                   IV.   LARGE PLANT COST PROJECTIONS

A.   PROCESS DESCRIPTION FOR 500-MW AND 1000-MW PLANTS

     A typical  3.5% sulfur Kentucky coal was selected as a reference
coal for use in the power plant and also as the reductant for sodium
sulfite and sulfate in  the spent absorbent.   A typical flue gas composition
was also selected.   The process is essentially the same as in the Demon-
stration Plant.

B.   LARGE PLANT DESCRIPTIONS

1.   500-fNe Plant

     The 500-MWe plant  contains two parallel gas scrubbing trains, four
parallel spent  absorbent molten salt reducers, and single green liquor,
carbonation, and Claus  plant systems and is shown on Figure 7.   The
plant design basis  is 1,060,000 scfm of flue gas, 3.16 grain/scf of
entering fly ash and 22,760 Ib/h of entering SO-, with 90% of the SO- to
be removed.

     Each of the gas scrubbing trains consists of fly ash collection
cyclones, a 52-foot diameter spray dryer scrubber with 5 spray machines,
an electrostatic precipitator, and an air foil type induced draft fan
with inlet vane control.  The gas scrubbing trains share a common stack.
In each train,  flue gas flows at a rate of 530,000 scfm with a fly ash
loading of 3.16 grain/scf, S0? concentration of 2200 ppm, and a tempera-
ture of 310 F through the fly ash collection cyclones, where 80% of the
ash is removed, reducing the particle loading to 0.63 grain/scf before
the gas enters  the  spray dryer.  The flue gas stream and 20,000 scfm
of Claus plant  tail gas (the tail gas flow is equally divided between
the two spray dryers) are contacted with 198 gal/m of scrubbing solution.
The sodium carbonate reacts with and neutralizes 90% of the incoming
S0~, and the heat from the flue gas evaporates the water from the droplets,
forming dry particles (spent absorbent) made up of a mixture of sodium
sulfite, sodium sulfate, sodium carbonate, and agglomerated ash.  The
scrubbed flue gas leaves the dryer at a flow rate of 585,000 scfm, S02
concentration of 220 ppm, a temperature of 170 F, and 6.88 grain/scf of
spent absorbent, and enters a two-stage particle collection system
consisting of cyclones  and an electrostatic precipitator.  Approximately
34,475 Ib/h of spent absorbent are removed by the cyclones and precipitator,
reducing the outlet loading to 0.01 grain/scf in each gas train.  The
spent absorbent is  conveyed by a negative pressure pneumatic system into
a storage hopper.  The flue gas flows from the precipitator through an
ID fan operating at 30 in. of water pressure drop, and into the common
stack.

     The sodium sulfite and sulfate contained in the spent absorbent are
reduced to sodium sulfide with coal in a molten pool of sodium sulfide,
sulfate, and carbonate at 1800 F.  Four parallel reducers, each with a
                                688

-------
>t 4 Wl-i
 5
SS
                               0)
  ? ,
      689

-------
16-ft internal  diameter, reduce the  68,950 Ib/h of spent absorbent with
20,500 Ib/h of coal.   The off-gas  from each reducer is combined and
flows at a rate of 27,400 scfm through a heat recovery and  particle
scrubbing system where 20,000 Ib/h of 150 psig steam are generated.
Approximately 25 gal/m of a stream containing 10 wt % sodium carbonate,
sulfate, and chloride is purged from the regeneration loop.   Approximately
4,910 scfm of air is  compressed,  heated to 1000 F by interchange with
the reducer off-gas,  and fed to each of the reducers.  The  molten mixture
(melt) of sodium sulfide, sulfate, and carbonate, along with ash and
unreacted carbon, flows from the  reducer and falls by gravity into a
quench tank filled with an aqueous slurry of dissolved salt and suspended
ash and carbon.  The  melt is shattered by steam and liquid  jets before
contacting the quench liquid.  The liquid in the quench tank (green
liquor) is pumped from each tank  (at a rate of 90 gal/m) into the green
liquor and carbonation systems.

     The sulfur contained in the  green liquor reacts under  counter-
current contact conditions with the  C0?-rich reducer off-gas to produce
an HpS feed gas stream suitable for  the CTaus plant, and a  scrubbing
solution having an effective sodium  carbonate concentration of 21.7 wt %.
The Claus plant recovers 10,410 Ib/h of commercial grade liquid sulfur.
The total amount of ash removed from the aqueous stream is  20,120 Ib/h
of ash; the cake contains 50 wt %  water.

     The raw material and utility  usage rates for the 500 MW plant are
listed in Table IV.

2.   1000 me Plant

     The 1000 MWe plant contains  four parallel gas scrubbing trains,
eight parallel  spent  absorbent molten salt reducers, and single green
liquor, carbonation,  and Claus plant systems.  The plant design basis is
2,120,000 scfm of flue gas, 3.16 grain/scf of entering fly  ash and
45,520 Ib/h of entering S02, with  90% of the S02 to be removed.

C.   COST PROJECTIONS

1.   Plant Costs

     Summaries of the capital investment requirements for the 500 MWe
and 1000 MWe ACP plants are presented in Table V.  The plant costs are
based on a fourth quarter 1979 plant startup with the midpoint of construction
occurring in January 1978.  The direct investment costs for the 500 MWe
and 1000 MWe plants are $41,466,000  and $69,336,000, respectively.
These are equivalent to $82.90/kW for the 500 MWe plant and $69.3/kW for
the 1000 MWe plant.  The indirect costs are an additional $15,343,000
and $24,934,000, respectively, for the two FGD installations.  The
indirect capital costs include (1) charges for engineering  design and
supervision, and for construction  field expense, (2) a charge of 5% of
                                 690

-------
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the direct investment for contractor fees, (3) a 10% contingency, (4)  an
allowance for startup and modifications, and (5) a charge of 11% for
interest during construction.   The total cost for the 500 MWe FGD plant
is thus $56,809,000 ($113.5/kW), and the total cost of the 1000 MWe
plant is $94,270,000 ($94.3/kW.)

               Costs
     The operating costs for the 500 MWe and 1000 MWe FGD plants are
presented in Table VI.  The annual  operating costs are based on 7000 hours/
year of operation and projected estimates of the costs of raw materials
and utilities for a fourth quarter  1979 plant startup.  The number of
men per shift required to operate the two plants is 10 for the 500 MWe
plant and 16 for the 1000 MWe plant.  The operating labor cost is based
on 4.5 men/shift position for full  coverage.
                                 693

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                                 694

-------
      STATUS OF  THE  CATALYTIC OXIDATION
 (CAT-OX)  FLUE GAS  DESULFURIZATIOIM  SYSTEM


                         G. Erskine
                    METREK, A Division of
                    The MITRE Corporation
                    Westgate Research Park
                       McLean, Virginia

                            and

                        J. C. Schmitt
                    Illinois Power Company
                       Decatur, Illinois
ABSTRACT

    This paper is a summary of the experience gained and problems en-
countered during the Cat-Ox demonstration program. The paper briefly
defines the process design and outlines the construction history of
Cat-Ox. However, the focus of the paper is on operating experience and
problems encountered which led to the decision to discontinue the
demonstration program. Brief summaries of test results and conclusions
derived from the  demonstration program are provided. Detailed test
results from the baseline test program, acceptance testing, ESP testing,
transient testing, and other special tests and studies associated with
the Cat-Ox system are reported elsewhere in documentation cited by
the paper.
                            695

-------
                         STATUS OF THE CATALYTIC OXIDATION
                     (CAT-OX) FLUE GAS DESULFURIZATION SYSTEM
GENERAL
               T.M.*
     The Cat-Ox      flue gas desulfurization system controls S02 emission by
catalytic oxidation of the S02 to 503.  The SOs is then collected from the flue
gas as sulfuric acid in an absorption tower.

     The addition of the Cat-Ox system to The Illinois Power Company (IPC) Unit
No. 4 boiler  (100 Mw) at the Wood River Station required the interruption of the
exhaust flue gas flow at the entrance to the stack, diversion through the process,
and return of the cleaned gas to the stack.  Boiler operations and particle re-
moval are independent of the rest of the Cat-Ox system, and can operate during
Cat-Ox maintenance outages by virtue of a gas by-pass around the Cat-Ox system.

     Key objectives of the Cat-Ox system are:  (1) to remove 85 percent of the S02
from the flue gas, and (2) to remove essentially 100 percent of the particulate
matter from the flue gas.  The system is designed to achieve these objectives over
the normal boiler load range.

     The Cat-Ox system and boiler are schematically shown in Figure 1.  The process
consists of six basic steps which are described as follows:

     1.  Flue Gas Cleaning - by means of an electrostatic precipitator

     2.  Flue Gas Reheating - with a Ljungstrom regenerative gas heat
         exchanger and an external oil-fired burner

     3.  Conversion of S02 to 503 - in a catalyst bed

     4.  Heating Recovery - through the Ljungstrom regenerative gas
         heat exchanger

     5.  Sulfuric Acid Collection - by condensation in a packed bed
         absorbing tower with external shell and tube heat exchangers

     6.  Product Storage and Loading - where cooled product acid at
         60°  Baume' is collected in two 442,000 gallon steel storage
         tanks.  Acid loading pumps and tank car loading facilities are
         provided adjacent to the storage  tanks.

     Additional more detailed descriptions of the process can be found in  the
documentation cited at the end of this paper.

     The normal operating ranges of important process variables are indicated
in Table 1.

Background

      In early 1970,  Illinois Power Company began negotiations with  the Office  of
Air Programs  of the U.S.  Environmental Protection Agency to jointly fund  a demon-
stration unit on the 100 Mw Unit #4 at the Wood River Power Station of IP.   This
  Cat-Ox     is  a proprietary  designation  of  Monsanto  Company.
                                        696

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697

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              TABLE 1.    NORMAL OPERATING RANGE OF IMPORTANT VARIABLES
                               IN THE CAT-OX SYSTEM
      VARIABLE

Flue Gas Temperature

     Flue Gas to Gas Heater Exchanger

     Flue Gas to Converter

     S03 Gas to Absorbing Tower

     Gas from Mist Eliminators
        VALUE

   Temperature, F

       340-360

       825-875

       420-440

       235-255
Acid Temperature

     Acid to Acid Circulation Coolers

     Acid from Product Acid Coolers
       275-290

        70-110
Flue Gas Pressure

     SO3 Gas from Converter*

     Gas from Mist Eliminator*
Pressure, Inches w.c.

     -11 to -19

     -41 to -53
Acid Flow
     Acid to Absorbing Tower
      Flow, GPM

      1700-2100
Flue Gas Composition

     Gas to Stack
   S02> PPM Volume

       300-400
 Full Load
                                        698

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project was jointly funded by the U.S. EPA and by Illinois Power Company in an
effort to advance the technology of sulfur dioxide removal by developing a system
that would produce a usable by-product in the form of sulfuric acid.

     Unit #4 at Wood River normally burned approximately 275,000 tons of coal per
year with an average sulfur content of 3.1 percent.  Based on these figures, the
Cat-Ox system should produce about 25,000 tons per year of 78 percent concentration
sulfuric acid.  Formal negotiations for installation of the Cat-Ox demonstration
system were started with the preparation of a preliminary study by Monsanto Enviro-
Chem in February 1970.  The U.S. Environmental Protection Agency contracted with
Illinois Power Company on 26 June 1970 to engage Monsanto Enviro-Chem to design
and construct the Cat-Ox demonstration unit.  Capital funding was shared approxi-
mately equally between the Environmental Protection Agency and Illinois Power
Company.  In addition, Illinois Power Company assumed the financial obligations of
providing the necessary utilities and of maintaining and operating the Cat-Ox
system for a period identified in the contract.

Initial Operating Experience

     Construction of the Cat-Ox system started in January 1971 and the associated
Research-Cottrell precipitator designed for Cat-Ox was completed and placed in
service in January 1972.   Initial start-up of the sulfur removal equipment occurred
on 4 September 1972 using natural gas for the in-line reheat burners.   The system
was operated for approximately 444 hours during the entire testing period.  Because
of the unavailability of natural gas, it was necessary to try to operate the in-
line reheat burners on #2 fuel oil.   In October 1972, testing with fuel oil was
started.  The testing period and modifications continued during the period of
November 1972 to June 1973.   During this test period, it became apparent that an
external combustion chamber for reheating would be required to maintain satisfactory
and continuous operation when using oil as the reheat fuel.  This was necessary be-
cause the difficulty in achieving proper ignition of the in-line burners on #2 oil
would cause excessive contamination of the catalyst.  Also, these burners could not
be maintained properly.  Since this would not be acceptable, it was agreed to con-
struct the external reheat burner using #2 fuel oil with the required heat being
ducted into the system at the present location of the in-line burners.

     Before installation of the external heater, a performance guarantee test was
run and satisfactorily completed using #2 oil as fuel in the in-line heaters in
July 1973.  The Cat-Ox operation that took place during this testing period increased
the total operating time on the Cat-Ox system to approximately 602 hours.  During the
month of August 1973, the Cat-Ox system was de-activated and laid up in such a manner
as to allow for a long outage so the external burner could be installed.  The installa-
tion of the external burner was completed in April of 1974 and attempts were made
to place the unit back in operation.

     Operation after Combustion Chamber Installation.  On 8 April 1974, the pilot
gas burner was lit off in the external combustion chamber, and a drying out process
for the refractory in the combustion chamber was started shortly afterwards.  On
15 April, testing of the external combustion chamber using fuel oil was started.
On 18 April, an attempt was made to transfer acid to the absorbing tower but it was
found that the acid line was plugged and acid could not be transferred.  This pro-
duct acid line from the storage tanks to the absorbing tower was found  to be plugged
with solidified corrosion products, and necessitated cutting and flushing the line
until cleared.


                                        699

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     During the period from 2 May through 13 May,  a number of repairs to miscella-
neous equipment were made including repair of acid line leaks,  and leaks in the
absorbing tower lead lining as well as repairs to  the catalyst  handling system so
that additional catalyst could be added to the beds to top them off.

     On 23 May 1974, repairs were started on the leaks in the absorbing tower
using a potassium silicate solution.

     On 3 June 1974, the blanking plates were removed and the Cat-Ox system pre-
pared for start-up, with acid being added to the absorbing tower.  On 4 June, the
external combustion system was placed into operation and on 5 June warming up of
the Cat-Ox system was started.  In the period from 7 June through 27 June 1974,
attempts were made to circulate acid through the absorbing tower but acid cooler
leaks, bearing failures in acid recirculation pumps, and broken impeller problems
in the acid pumps caused shutdowns and resulted in considerable maintenance being
done to these items during the entire period.

     On 28 June, the blanking plates were installed back in the inlet and outlet
ducts.  More leaks were found in one of the acid coolers and additional tube plug-
ging in that cooler was required.  On 10 July 1974, a piping change in the cooling
water piping to and from the induced draft fan lube oil cooler was started.  This
was necessary to eliminate some of the temperature control problems of the oil
from the lube oil cooler.

     During the period of 29 July through 13 August 1974, the acid recirculation
pumps were rebuilt and a new casing and impeller was installed on the product acid
pump.  Also additional tubes were plugged in one of the acid coolers.

     On 14 August, all three acid pumps were operated for checkout and the blanking
plates were pulled and the reheat burner system placed into operation.  On 15 August,
the reheat burner temperature was at 800° F, but there were problems in the air
dampers on the reheat burner system.  In the afternoon, it was necessary to shut-
down to repair a leak in the acid product line and to work on the dampers.  The
reheat burner system was placed back into service in the evening of 15 August and
the temperature was held at 1050° F to dry out the combustion furnace.  The opera-
tion of the reheat burner system was continued on 16 August, but a leak in the acid
discharge header from the recirculation pump caused a shutdown about 5:50 p.m. and
on 17 August, the blanking plates were reinstalled in the inlet and outlet ducts.

     During the period of 17 August through 28 August, a number of repairs were made
to the acid coolers and the acid recirculation system.  On 17 September 1974, a
masonry contractor removed damaged refractory brick from the combustion chamber of
the reheat burner system.  During the period of 17 September through 25 October,
substantial repairs were made to two of the acid coolers.  On 25 October, a fire
was lit in the reheat burner system to dry out the refractory in the combustion
chamber.  This drying out continued through 31 October and on into the first part
of November.  On 2 November 1974, the drying out of the reheat burner combustion
chamber was completed and work was done on a new design connection at the transi-
tion point where the duct from the reheat burner system went into the reheat B area.

     On 3 December 1974, a steam coil hot air heater was placed in service to keep
moisture out of the catalyst beds.  On 10 December 1974, a hydrostatic test was
conducted on the product acid line to the storage tanks; and during the period of
11, 12 and 13 December, flushing and drying of the product acid line was done.
During the rest of December and January, 1975, only minor operations were conducted
to test the ID fan.  Meanwhile, work continued on the new design connection at
the "B" transition.
                                       700

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     On 28 January 1975, a small gas fire was placed in the reheat burner combustion
chamber to dry out and cure the refractory.  This continued through 30 January at
which time the temperature was raised to 1800° F to check out the combustion chamber.
At this time, testing the burner on the fuel oil was started.  The testing of the
combustion chamber on fuel oil continued through 3 February but difficulty was
experienced with the gas pilot torch.  Also on 3 February, acid was transferred from
the storage tanks to the absorbing tower to fill the coolers, pumps, and acid lines
for tests.  On 4 February, all three acid recirculation pumps were run with no leaks
observed.  Reheat burner chamber checkout continued.  On 6 February, a tube leak
occurred in one of the acid coolers, and it had to be isolated.  On 7 February, the
reheat burner checkout continued with more reliability of the pilot being experienced.
On 10 February, the reheat burner was fired successfully several times but then
difficulty occurred on the air/oil differential control.  On 25 February, acid was
transferred back from storage in order to test the acid coolers and pumps.  On
26 February, the fuel oil fire was established in the reheat burner and the acid
pumps were started up but leaks appeared in the acid cooler differential control.
On 25 February, acid was transferred back from storage in order to test the acid
coolers and pumps.  On 26 February, the fuel oil fire was established in the reheat
burner and the acid pumps were started up but leaks appeared in the acid coolers so
the reheat burner was shutdown and the acid coolers drained.

     During the period of 27 February through the end of March, acid cooler work
was continued and on several occasions the acid coolers were tested and additional
leaks were found resulting in more repair work.  On 8 April 1975, all acid from the
north storage tank was pumped to the south acid storage tank.  Also an attempt was
made to pump acid from the absorbing tower back to the storage tank but difficulty
was experienced in the product acid line.

     At this point in time, Illinois Power requested that the costly attempts to
repair Cat-Ox be stopped pending further agreement on how to proceed with the
demonstration program.  Toward this end, EPA contracted Dow Chemical Company and
Radian Corporation with support from MITRE/METREK to investigate the required means
and costs to refurbish Cat-Ox as well as the costs and benefits of continuing the
demonstration program.

     On 12 May, the product acid line was flushed with water and blown dry with air.
On 14 August 1975, the catalyst from the #1 bed of the converter was conveyed to the
storage tank in preparation for screening.

     During the period of 7 August through 22 August all of the. catalyst was trans-
ferred through the sifter for cleaning purposes and replaced back in the beds.  When
it was completed, it was found that the #8 bed was down approximately ten feet.
After an inspection, it was found that large quantities of the catalyst had fallen
down between the beds and into the gas spaces of the ducts.   This area was cleaned
and approximately 100 to 200 bushels of catalyst was removed from these spaces.

     On 22 September 1975, the absorbing tower was opened up and the mist eliminator
wash system placed into operation.   The upper and lower mist eliminator tube sheets
were completely washed down and all of the acid area of the absorbing tower was
washed and cleaned.

     Through the period of 29 September through 3 October, the Cat-Ox system was
opened up for inspection by personnel of the Dow Chemical Company and MITRE Corporation.

     On 17 October,  the Cat-Ox system was laid up and all cooling water systems
drained for freeze protection.

                                        701

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CURRENT STATUS OF PROCESS

Equipment Status

     In June of 1975, Monsanto Enviro-Chem provided Illinois  Power with a procedure
for mothballing a Cat-Ox unit.  As much as could be done,  Illinois Power Company
completed the lay up procedure on the Cat-Ox equipment.   There was some equipment,
because of its condition and its need for extensive maintenance or complete replace-
ment, that kept it from getting the complete mothballing treatment.

     During this inactive or mothballing stage,  there was  some equipment that re-
quired periodic operation such as turning over of the induced draft fan and rotating
the Ljungstrom air heater.  In the process of operating the induced draft fan, a
leak occurred in the lubricating oil system and the oil was lost from the system.
Because of the extensive repairs that would be required, the  fan is being left in
the inactive state.  The same type of situation occurred in regard to the Ljungstrom
air heater.  A periodic rotation of the air heater was performed, but a leak developed
in the oil line for lubrication so it became necessary to stop the periodic operation
of this piece of equipment also.  It is felt that the non-operation of the air heater
will not be any problem to it since there are periods of time in which the air heater
can be left without operation and not cause any problems with the bearings or the air
heater unit itself.  In the case of the induced draft fan, the condition of the bear-
ings and the shaft on that fan are such that if it ever did become necessary to
operate the unit extensive repairs would be required on the fan.

     The major sections of the Cat-Ox system such as the two acid storage tanks and
the absorbing tower have all been completely cleaned out and dried out so that there
should not be any acceleration of corrosion in this equipment.  The converter has
been left with the catalyst in place, and there is a steam heated system supplying
warm air into the converter to keep the catalyst dry.  It would be difficult in
making an evaluation of the Cat-Ox in its current stage to enumerate the condition
of all of the equipment without becoming too detailed for this particular paper.
There have been several evaluations made on the Cat-Ox system that do give detailed
conditions of the equipment and if such detail is required then those reports should
be consulted.

Tests Accomplished

     The Baseline Test Program to characterize the boiler prior to the installation
of Cat-Ox was performed on schedule and as planned with no significant difficulties.
The results of the test program are described in the documentation cited at the end
of this paper.

     The Monsanto acceptance  tests were also completed.  These tests brought out
some problems in the system  (primarily with the internal burners) which were to be
resolved prior to the start-up of the demonstration program.  IP and Monsanto agreed
that the test series was acceptable proof that the system would operate.

     The main test program was not completed since the Cat-Ox one-year demonstration
program could not be initiated because of the problems encountered.  One portion of
the test program was completed; it was the first series of ESP tests which are also
described in the cited documentation.  These tests comprised a series of subsystem
(ESP) tests which did not require the operation of Cat-Ox.  A number of transient
program tests were also performed.  These tests were mainly baseline tests to determine
the changes  that occurred in  emissions under normal  start-ups and  load changes in the
boiler.  These  tests were also performed when Cat-Ox was not in operation.

                                        702

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    A corrosion test program was performed at Cat-Ox.   While most of the testing
was completed under non-operational conditions, some testing was performed under
start-up conditions.  A study consisting of observations of equipment was also
part of the test program.

     Official tests scheduled for the external burner were never run.  However,
MITRE did assist Monsanto and IP on some of the preliminary tests and obtained
some initial data.

     During the period between May 1974 and April 1975, there were continued
attempts to operate the system using the external reheat burners.  A number of
malfunctions and process component failures occurred which prevented successful
completion efforts.  The problems included failures of the acid circulation pumps,
persistent leaks in acid coolers and circulation system piping as well as burner
and burner control problems.  After continued efforts to repair and operate Cat-0>
IP stopped further work on the system, taking the position that some basic system
changes (especially in the acid cooler area) were required before Cat-Ox could be
successfully operated.  This position was stated in a meeting between IP, EPA, and
MEC held at Wood River on 17 April 1975.  Following the meeting, a lay-up procedur
provided by Monsanto was put into effect and Cat-Ox was completely deactivated in
a manner that was designed to protect the equipment from freeze or corrosion problems.
This was completed in October of 1975.

     The Environmental Protection Agency then performed and funded a number of
technical and economic studies relating to the costs and benefits of continuing the
demonstration program at Wood River.   The results of these studies led to a decision
to discontinue the project.

CONCLUSIONS DERIVED FROM OPERATING EXPERIENCE

Conclusions Relating to Process Design

     The Cat-Ox pilot plant  and prototype plant, the 24-hour acceptance test of the
Wood River system, and various other tests and studies indicated that the Cat-Ox
process is a technically viable process.  Current technology for particle control
is capable of meeting the inlet requirements for the Cat-Ox process in either the
integrated or retrofit systems.  The catalytic converter is capable of greater than
90 percent S02 to S03 conversion efficiency.  The 77.7 percent l^SO^ concentration
can be maintained during steady state and transient operation.  However, one stu'y*
indicated that lengthy start-up conditions could result in the generation of dil .te
hot H2SOI+ which can cause serious corrosion problems within the system.

     An economic comparison  of Cat-Ox with Mag-Ox and Wellman-Lord/Allied FGD pro-
cesses showed that the Cat-Ox process required the highest capital investment but that
the integrated Cat-Ox had the lowest annual operating costs.  The same study indi-
cated that the Cat-Ox process was less sensitive to coal sulfur content than the
other processes; however, the Mag-Ox process produced the least impact on the cost
of electricity.   Although the selling price of the acid and its "saleability" would
have a significant effect on the Cat-Ox annualized costs this factor is site speci'ic
and could not be factored into the comparison.  The primary market for the dilute,
impure acid from the Cat-Ox process is the fertilizer industry.  This industry con-
sumes over half the sulfuric acid manufactured in the U.S.  While the trace elements
 Cat-Ox Product Acid Strength Study, The MITRE Corp.  M75-88, December 1975.

                                        703

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in the acid produced by Cat-Ox have not been shown to produce detrimental  health
and environmental effects when used in the agriculture industry,  more research is
required before any final judgment can be made.

Conclusions Relating to the Specific Demonstration

     Though the process design appears technically viable, the Wood River demon-
stration was plagued with numerous operational problems.  The problems were re-
lated to two basic areas:

     •  Design.  Certain characteristics or requirements of the system
        and power plant environment were not accounted for or identified
        in the initial design of the unit.

        -  Internal reheat system would not function properly when the
           system was committed to use oil instead of gas.  This resulted
           in lengthy start-ups.

        -  Vibration in the power plant environment was assumed to cause
           breakage or wear of the graphite heat exchanger (primarily at
           a metal-graphite contact point in the tube bundle).  Acid or
           water flow may also have contributed to the vibrations.

        -  Dilute acid caused by lengthy start-ups resulted in serious
           corrosion in portions of the system.

        -  Inability to isolate some equipment so it could be maintained
           with the system in service  resulted in added shutdowns.

     •  Operation.  Power plant personnel were unfamiliar with chemical
        plant operations and  requirements, although  technical direction
        was provided.

           Personnel were unfamiliar with the operating and maintenance
           requirements of special alloys, material, and equipment such
           a:  duriron  recirculating pumps.

           Unfamiliarity with acid handling problems resulted in the
           corrosion of areas in  the product handling system.

     These problems combined  to result in lengthy delays with further compounded
 the problems.   In addition, long periods of shutdown had an  adverse effect on  the
 process and  caused  serious deterioration of some system components.  The only  system
 component  that was both operational and functioning  without problems since its
 construction was the electrostatic precipitator.

     After continued attempts to operate Cat-Ox,  IP  halted repair efforts on  the
 system  and took  the position  that  some basis modifications to the system design
 were  required  for the  Cat-Ox  demonstration  to be successfully completed.

     A  survey  of the plant status  funded by EPA indicated that the major problems
 outlined earlier along with system deterioration problems could be solved but  would
 require a  major  restoration program.
                                        704

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     Tn the interim,  IP has chosen to comply with S02 standards  by burning low
sulfur coal in the Unit No. 5 boiler, and physical plant arrangement constraints
prevent them from employing a different type of coal for Unit 4.  Thus,  the demon-
stration program would, therefore, have to be run on low sulfur  coal.   Though the
results based on low sulfur fuel operation would be useful, they would leave many
serious questions unanswered about Cat-Ox operability.  Hence, continuation of the
demonstration would be of very limited use; and accordingly, the program was dis-
continued.

     Discontinuation of the demonstration program neither proves nor disproves the
feasibility of the Cat-Ox system.  However, some inferences from the experiences
indicate  that the Cat-Ox system would probably be more desirable in an integrated
system application rather than in a retrofit situation.   The benefits associated
with the  integrated system application are:

     •  The reheat system would not be required.

     •  There could be more advantageous placement of system
        components and elimination of long product lines and
        poor accessibility of some equipment.

     •  The annual operating costs would be lower for an
        integrated Cat-Ox.

     Furthermore, other more economical regenerable FGD  systems  have been demon-
strated at a more advanced stage for retrofit situations.   Little benefit could,
therefore, be realized from the large expenditure to refurbish the retrofit Cat-
Ox demonstration system.
                                        705

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                          CAT-OX DOCUMENTATION AVAILABLE
                            FROM THE MITRE CORPORATION


"Management Plan - Test Support for the Cat-Ox Demonstration Program," MTR-6054,
July 1971.

"Baseline Measurement Test Plan for the Cat-Ox Demonstration Program," MTR-6053,
October 1971.

"Baseline Measurement Test Results for the Cat-Ox Demonstration Program," MTR-6213,
June 1972.

"MITRE Test Support for the Cat-Ox Demonstration Program," M73-50, May 1973.

"Test Evaluation of the Cat-Ox High Efficiency Electrostatic Precipitator," M75-51,
July 1975.

"Baseline Measurement Test Resulted for the Cat-Ox Demonstration Program," M73-42,
April 1973.

"The Cat-Ox Demonstration Program," (presented to the Flue Gas Desulfurization
Symposium), M74-106, November 1974.

"Test Evaluation of Cat-Ox High Efficiency Electrostatic Precipitator," M75-51.
(EPA-600/2-75-037), July 1975.

"Test Plan for the Cat-Ox Demonstration," M75-59, March 1974.

"Narrative Description of Slides Presented to EPA as Part of the Cat-Ox Survey Task,"
WP-11262, September 1975.

"Cat-Ox Product Acid Strength Study," M75-88, December 1975.

"Cat-Ox FGD Demonstration Program Final Report-Draft Form," M77-23, July 1977.
                                        706

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    CITRATE  PROCESS  DEMONSTRATION  PLANT
             -  A  PROGRESS  REPORT  -
                       R. S. Madenburg

                Morrison-Knudsen Company, Inc.
                         Boise, Idaho

                             and

                         R. A. Kurey

                  St. Joe Minerals Corporation
                     Monaca, Pennsylvania
ABSTRACT

    The Citrate Process Demonstration Plant represents a joint govern-
ment/industry project for the commercial application of the Citrate FGD
Process to an existing 60 MWe coal-fired power generation station. The
Citrate Process was developed  by  the U.S. Department of Interior,
Bureau of Mines and pilot tested over a three year period.  Pilot testing
confirmed  process, operational, and  performance  parameters and
established the design basis and engineering criteria for commercial
demonstration of the Citrate Process.
    This paper discusses the host site, process description, the physical
equipment, the operational objectives, the one year demonstration test
program, the process  environmental and  energy  impact, and the
process economics.
                               707

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                    CITRATE PROCESS DEMONSTRATION PLANT
                             - A PROGRESS REPORT  -
INTRODUCTION

The Citrate Flue Gas Desulfurization (FGD) Process was developed by the U.S. Department of
the Interior's Bureau of Mines as a means for abatement of SO2 emission discharges from the
nonferrous smelting industry. Extensive laboratory bench and field testing spaning a period of
almost ten years was culminated with the successful 1000 SCFM (1500 SCFM, maximum)
pilot  testing  of the  Citrate Process  at a base metal smelter application located in Kellogg,
Idaho.

Pilot  operation confirmed  previous laboratory research  that the Citrate Process is capable of
greater than  99 percent removal of sulfur dioxide discharge from industrial waste gases. The
sulfur dioxide is converted to elemental sulfur with less than 1.5 percent converted to sulfate,
regardless of feedgas SO2 and oxygen content. •*• Other pilot tests sponsored by private industry
have  treated  stack gas discharges from a coal-fired industrial steam boiler simulating a utility
application.2

The  successful pilot operations of the Citrate  Process on both the  smelter and coal-fired
industrial boiler  applications  confirmed feedstock consumption rates,  confirmed  a  SO2
removal  efficiency exceeding 95 percent, and established a good record of mechanical  and
process equipment performance.-^

Motivated by the success of the pilot tests, the operational and performance parameters were
evaluated, characterized, and optimized sufficiently to develop the necessary design criteria to
demonstrate citrate technology  on a commercial scale.

Hence,  plans  were  initiated  by  the Bureau  of Mines together with the Environmental
Protection Agency (EPA)  for  the  design  and construction  of a commercial scale plant to
demonstrate  the  Citrate FGD  Process at  power  plants burning high sulfur coal fuels.  By
mid-1976, the Bureau of Mines had executed a cost-sharing cooperative  agreement with the St.
Joe Minerals  Corporation (St. Joe) to construct the planned demonstration  plant at St. Joe's
G.F. Weaton  electric generating station at Monaca, Pennsylvania.

The purpose  of the Citrate Process Demonstration Plant is to demonstrate that the process, as
developed to its  present status at the Kellogg, Idaho  Pilot  Plant, can operate reliably  and
efficiently in removing sulfur oxides from flue gases in  a commercial installation. In  order to
achieve this,  the Citrate Process is being retrofitted to treat 156,000 SCFM (234,000 ACFM)
of flue gas from the coal-burning G.F. Weaton electric generating station.
N.B. — Metric equivalents (SI Units) for quantitative unit - expressed in this paper are listed as an appendix.


                                        708

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Engineering design arid construction services for the demonstration project are being provided
to  the  project  sponsors  under  a  "turn-key"   design/build/opcrate  contract  with   the
Morrison-Knudsen Company,  Inc.  (M-K) of Boise, Idaho.
PROGRESS TO DATE

The Citrate Process Demonstration Plant project is divided into four phases:

     Phase I — Preliminary  engineering  and design development necessary to  establish  a
     definite construction cost estimate was completed in November 1976.

     Phase II — Final engineering detailed design, and equipment procurement commenced
     March  1977.  Site preparation, foundations, erection  of structural steel and  mechanical
     process tie-ins with the existing power station began July 1977. Most  major  equipment
     including the  absorption column, sulfur precipitation reactors, and process pumps will be
     received and installed this winter {November 1977  - February 1978). Completion of the
     construction program including mechanical testing is scheduled for early fall. 1978.

     Phase 111  — Consists ot  plant  startup  and  performance testing; which will  take place at
     the conclusion ot Phase II. This Phase is expected to take three months.

     Phase IV  — A one  year  demonstration emission  testing  and performance  evaluation
     program will be conducted by  the Radian Corporation (Radian) of Austin, Texas who has
     been  retained  by  the  Bureau of  Mines  as an  independent  testing and  evaluation
     contractor. Completion of the one year demonstration test is expected  in late 1979 after
     which time, St.  Joe fully expects to continue operation of the Demonstration Plant to
     achieve continued compliance with applicable environmental regulations.
                                        709

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THE HOST SITE

To supply electric energy to its Monaca Zinc Smelter, in 1958 St. Joe completed construction
of a 120 MWe steam electric power generating station consisting of two identical units. The
G.F. Weaton Station is situated along the south bank of the Ohio River near Pittsburgh and is
connected to the  smelter electrical  system  by means of a 4,000  foot  long  high  voltage
transmission  line transporting  at  13,800 volts.  The St. Joe power plant is essentially a base
loaded  station supplying approximately 95  percent of the  total smelter electrical energy
demand while operating at a 90 percent unit load factor on a continuous basis. Figure 1 shows
an aeral view of the G.F. Weaton Power Station.
             Figure  1   Aeral View of G.  F.  Weaton Station.
The plant is a conventional pulverized coal-burning steam generating electric utility utilizing
the unit system; that is, a direct coupled boiler-turbine-generator arrangement. In addition to
supplying the smelter electrical load, the G.F. Weaton Station is interconnected via a 25 MWe
interchange with the local utility, Duquesne Light Company.
                                       710

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The power plant main steam flow is 450,000 Ib/hr at 1000° F, 1850 PSIG with integral reheat
steam of 334,000 Ib/hr at 1000° F, 424 PSIG for each boiler at maximum load. The overall
power plant heat rate is approximately 10,200 BTU/kWh. Boilers operate with five stages of
feed water heating and utilize steam turbine drive boiler feed pumps. Each boiler has its own
economizer, superheater, combustion  air  preheater, draft fans,  and combustion control for
independent operation.

Approximately  85,000 tons  of coal  is  stockpiled adjacent to the power plant. Coal  is
transported by belt conveyor to coal bunkers atop the power station for pulverization. For the
purpose of the Citrate Process  Demonstration  Plant,  coal will  contain sulfur ranging  from
2.5 - 4.5 percent, with less  than 15 percent ash and an HHV of approximately 12,500 BTU/lb.
Bottom ash from each boiler and fly ash from  the precipitators are conveyed to an ash settling
pond for decantation and drying  and subsequent disposal.^

Particle control is  achieved  through a combination mechanical and two-stage electrostatic
precipitator which allows a combined particle  removal  efficiency which exceeds 99.6 percent.
The  power plant flue gases after leaving the particle collection equipment are discharged to the
Citrate Process Demonstration Plant for desulfurization.  The Demonstration Plant is sized to
handle the peak load  ot one  60  MWe unit. After treatment in the Citrate Plant, the scrubbed
gases are then exhausted to atmosphere through a stack mounted on the top of the absorption
vessel. Cleaned flue gases are discharged to atmosphere at an elevation of two hundred feet
above grade.
CHEMISTRY AND PROCESS DESCRIPTION

As  previously reported in Bureau of Mines and American Chemical Society publications, the
absorption of SO2 in aqueous solution is pH-dependent, increasing with higher pH. Because
dissolution of SO2 forms H2SO3 (sulfurous acid) with resultant decrease in pH, the absorption
of SO2 m aqueous solution is self-limiting. However, by incorporating a buffering agent in the
solution to inhibit pH drop during  SO2 absorption, substantially higher SO2 loadings can be
attained. The principal function of citrate  or other carboxylates is as the buffering agent
during SO2 absorption. Thiosulfate ion serves a major role in complexing absorbed SOo and
thus inhibiting oxidation to sulfate. Hydrogen sulfide for the process may be made by reacting
sulfur  and steam with a reductant such as methane or carbon monoxide in a catalytic reactor.
Regeneration of the  absorbent solution by removing  all SO?  as elemental sulfur enables
substantially  complete SO2 removal from gaseous emissions. The process chemistry is detailed
and is outside the scope of this paper.

Information  on  Citrate Process chemistry has  been previously  reported and is cited in the
references.0'"
                                        711

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As shown in the generalized process flowsheet, Figure 2, the Citrate FGD Process scrubber fits
into  the coal-fired power generating cycle between the fly-ash removal system and the stack. It
should be noted that on new units significant capital savings in particle removal equipment can
be realized by  incorporation of the particle removal with the wet scrubbing and gas cooling
unit  operation  associated with  the Citrate Process. This savings potential was not realized in
the St. Joe project due to retrofit considerations associated with the existing power plant.

The Demonstration Plant design utilizes a single process train consisting of gas cooling and SO2
absorption, sulfur precipitation, sulfur recovery, sodium sulfate  removal, and H2S generation
unit  operations. Flue gas ducting, steam supply, and utilities are arranged such that St. Joe's
G.F. Weaton Unit No. 1 is tied directly to the Demonstration Plant. G.F. Weaton Unit No. 2, a
physical twin of Unit No.  1, is also capable of supplying steam and utilities. The process is
described as follows:
Ash Removal, Gas Cooling, and SO2 Absorption

Flue gas is transported to the Citrate  Process Demonstration Plant by booster blowers. Ash
removal and cooling of flue  gas entering the process plant are accomplished simultaneously by
contacting the gas with water in an eductor type venturi scrubber. The flue gas is cooled from
300°  F to 120° F  by both humidification and sensible cooling. High liquid recirculation rates
are required  for sensible cooling; the eductor design utilizes this high flow to reduce the fan
requirements of the system. Transfer of SO2 to the citrate solution in the absorber is more
efficient at  120° F than it would be  at adiabatic  saturation of flue gas which is  typically
128°  F. All of the  HCl and SOj in the flue gas are removed as hydrochloric and sulfur acids
respectively in the venturi scrubber and SO2 absorber.

A bleed stream is taken from the venturi recycle steam to prevent build-up of ash and acids.
This stream flows  through a packed column countercurrent to  a stream of air where SC>2 is
stripped from the liquid  and recycled to the scrubber. The stripped liquid is discharged to an
agitated  tank where it is neutralized with lime.- From  there it is pumped to the existing ash
pond. The scrubber recycle stream is cooled from 120° F to 112°  F by heat exchange  with
cooling water before entering the venturi. A makeup stream is added to the recycle to replace
water lost by vaporization in the  venturi and water removed in the bleed stream.

The  cooled, cleaned  flue  gas  then  enters  a packed  absorber  where it   flows upward
countercurrent to descending  citrate solution. More than 90 percent of the SC>2 is removed
from  the flue  gas  by the  following overall reaction  which is  enhanced by the  buffering
properties of the citrate solution:
                    SOo  +  HoO  :±   HSOf  +  H+
When required by ambient  conditions, the treated flue gas from the absorber is reheated by
blending with steam heated air to aid dispersion and is discharged to atmosphere at a point 200
feet above grade via a stack mounted on top of the SO2 absorber.
                                        712

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       Figure 2  Generalized Process Flow Sheet.
                               H2S  GENERATION
  UME
NEUTRAUZER
                                     SULFUR
                                    FLOTATION
                                          SULFUR
                                          SLURRY   SULFUR
                                                 PRODUCT
                      CRYSTALUZER

Sp2 ABSORPTION     SULFUR PRECIPITATION
                        713

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Citrate solution leaving the absorber flows in series through two tandem reactors in the sulfur
recover  section.  The citrate recycle  stream from  the  regeneration section  is cooled from
131°  F to 123° F by heat exchange with river water before entering the absorber. Because of
the three  degrees temperature difference between  the entering flue gas  at 120° F and  the
entering  citrate  solution  at  123° F,  water  is  vaporized  from  the  citrate  stream. This
vaporization provides control on the citrate water balance which includes water formed in the
SO2/H2S  reaction  and water entering and  leaving with the  various process  streams such as
caustic makeup,  gas from the H2S generator, gas leaving the regeneration reactors, and citrate
bleed streams.

Arrangement details  of the gas cooling and SO2 absorption unit  operations are shown on
Figure 3 in addition to the general arrangement of the Citrate Process Demonstration Plant.
       Figure 3    Details of Gas Cooling and S02 Absorption Unit.
                                       714

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Sulfur Precipitation and Recovery

Sulfur is formed by contacting the SO2-rich solution with an H2S-CO2 gas from the hydrogen
sulfide generating unit. The gas is sparged into the second of two reaction tanks each equipped
with a turbine agitator which disperses the gas into the liquid. The H2S gas that is not reacted
in the second reactor flows countercurrent into the first reactor which it is again dispersed into
the liquor.

Off-gas  which is mainly CO2  with  small  quantities of H2S, CS2, and COS  from the reactor
system is sent to the boiler firebox  for incineration via a surge drum. The reactors are stepped
to provide  countercurrent flow of gas and liquid. The H2S reacts according to the following
equation:
            HSCX
Crystalline sulfur is formed in the reactors and sulfur slurry flows to a digester where a small
stream of SO2-rich  solution from the absorber is reacted with any dissolved or entrained
hydrogen  sulfide in the slurry entering the digester. From the digester, the slurry flows to the
sulfur flotation tank.

Separation of the sulfur from the bulk of the solution is accomplished by flotation with air.
Sulfur froth, concentrated to about 10 percent solids, is separated from the top of the solution
and flows to the sulfur slurry tank.

Regenerated citrate solution is drawn from the bottom of the flotation tank and  returned to
the absorber.  The vapor spaces  of all  equipment downstream of the reactor system are tied
into an exhaust system. An  exhaust fan draws vapors containing traces of H2S and COS and
discharges  into the boiler firebox where these gases are incinerated.  SO2 generated from the
combustion of these exhaust vapors is recycled to the Citrate Process Plant for desulfurization.

Sulfur is separated from the remaining solution by heating the slurry to about 260° F with
steam in a shell and tube exchanger. The molten sulfur and the citrate solution are separated
by gravity in  a pressurized, steam-jacketed decanter vessel. The  molten sulfur is discharged
continuously from the bottom under interface level control and flows  to a heated storage tank.
The citrate solution leaves the top of the decanter and returns to the first reactor.

Two-thirds of the molten sulfur is pumped to the hydrogen sulfide generating unit as feedstock
for the manufacture of H2S gas.  A filter  is provided to minimize the chance for any solids
being pumped to the sulfur vaporizer in the H2S generator. The remaining one-third is product
sulfur having a purity greater than 99.5 percent.
                                       715

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Sulfate Removal

Up  to  one and one-half percent of the SO2 entering the absorber forms sulfuric acid rather
than sulfur by the following reaction:
                 HSO3"  +  H+ +  V2O2   •*-   H2SO4
In addition, the SO3 that is not removed in the gas scrubbing section also forms sulfuric acid in
the  citrate solution. The sulfuric acid must be neutralized with caustic to form sodium sulfate
by the following reaction:
            H2S04  + 2NaOH  ->-   Na2SO4 +  2H20
Sodium sulfate  decahydrate is continuously removed from the citrate solution by vacuum
crystallization. The  sodium  sulfate  decahydrate  (Glauber's  Salt) crystals produced  are
subsequently recovered for disposal or use as a secondary feedstock in  the chemical industry.
Hydrogen Sulfide Generation

For demonstration purposes, on site generation of hydrogen sulfide gas is accomplished using
recovered elemental sulfur, a gaseous reductant, and turbine extraction steam as consumptive
feedstocks. H2S generation is based on the reaction of methane (natural gas), sulfur, and steam
in a fixed-bed catalytic reactor, using a proprietary process developed by Home Oil Company
Limited of Calgary, Alberta, Canada. The conversion efficiency of this reaction is greater than
95 percent and the impurities in the H2S product are mainly inert carbon dioxide and water
                                    716

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Carbon monoxide, methanol, and propane reductants have all been successfully tested in the
laboratory and operated briefly in a pilot plant test as substitutes for the methane feedstock.
Utilization of carbon monoxide  as  an alternate  feedstock is being incorporated in the
Demonstration Plant design as an option should available supplies of methane be limited in the
future.8 Equipment layout of the H2S generator is shown in Figure 4.
              Figure 4    Equipment Layout of H9S Generator.
Si,
                                      717

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THE DEMONSTRATION PLANT
Figure 5 is an artist's visulization of the completed Citrate Process Demonstration Plant as tied
into the existing G.F. Weaton Power Station.
                Figure 5   Artist's Conception of Plant.
                                     718

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Design Features

The St. Joe Citrate Process Demonstration Plant engineering and design criteria incorporated a
number  of engineering  features  and considerations  that  will  assure  continuous  plant
operations, maximum performance with minimum  downtime, and with minimum impact to
power plant operations. Engineering features included in the final design which emphasize this
philosophy follow.

     •  The system is  designed  to treat the flue  gas equivalent to a nominal 60 MWe of
        electric generating capacity for a modern utility boiler having an overall heat rate of
        10,200  BTU/kWh. The coal  fired during the demonstration period will be of sulfur
        content ranging from 2.5 - 4.5 percent and an ash content not exceeding 15 percent.

     •  The system  is designed to exceed the SO2 and particulate removal requirements of
        the Federal  New  Source  Performance Standards for coal-fired steam generators (1.20
        Ibs SO2/106 BTU and 0.10 Ibs particulate matter/106 BTU). In all cases, the system
        will remove  at least 90 percent of incoming SO2 for inlet concentrations above 2,000
        PPM and  will  emit no more  than  200 PPM (undiluted)  for inlet conditions below
        2,000 PPM.  In  addition,  the plant will meet the Pennsylvania Air Quality Regulation
        of 0.695 Ibs of SO2 per 106 BTU heat input to the boiler.

     •  The system  will maximize the portion of recovered sulfur which leaves the process as
        elemental sulfur having a minimum assay of 99.5 percent and is suitable for use in a
        sulfur burning contact sulfuric acid plant.

     •  In the event of natural gas curtailments, the H2S generator is designed to operate on
        carbon monoxide as an alternate reducing gas. A plant gas containing approximately
        68 percent  CO is available from the adjoining smelter electrothermic zinc reduction
        furnaces.

     •  The Citrate Process Demonstration  Plant  can be tested to ultimate capacity. The
        existing flue ducting configuration  allows  for transfer of additional untreated flue
        gases  from  the adjoining twin boiler to  the  Citrate FGD  unit without physical
        modification of gas  ducting;  flue gas transfer is  achieved by balancing  fan head and
        stack draft.  Approximately 18 percent excess fan capacity is provided that will allow
        for gas treatment during  overload conditions. Operation of the Demonstration Plant
        under  ultimate conditions will allow for optimizing of the various  process  unit
        operations and will provide the design basis for future  commercial applications.

     •  The Demonstration Plant design will permit operation with other  absorption buffers
        in lieu of citrate such as glycolic or other similar organic acids. Also, reductants other
        than natural gas, e.g., carbon monoxide, can be used for the production of H2S gas.

     •  Flue gas from  the power plant can  be directed to either the Citrate FGD plant for
        SO2 treatment or to the existing 275 foot stack for direct atmospheric discharge
        without interruption to power plant operations by control of the booster fan head. A
        series  of flow  sensors is  provided in  the flue  ducting to determine the presence or
        absence of flue gas flow. Booster fan head is  then automatically adjusted to respond
        to system flow requirements.  In addition, provision has been made  in the plant design
        to permit physical isolation of the FGD system from the power plant.
                                       719

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Gravity drainage is provided for citrate liquor lines to a common citrate storage tank;
thereby, in the event of a power  failure or other unscheduled outage  under winter
conditions, a pipeline freeze-up would be prevented. Additionally, the entire system is
"winterized" to prevent standby equipment failure.

The  Demonstration  Plant  is  designed  to avoid the possibility  of  a  power  plant
"trip-out."

Redundancy of critical mechanical and process components is provided throughout
the plant. All process  pumping systems have 100 percent built-in standby capacity.
Critical control valves are provided  with manual overrides and/or inline by-passes. The
configuration of sulfur precipitation reactors and agitators is such that total bypass of
a reactor is possible without process shutdown.

An emergency quench system is provided in the event of high temperature  flue gas
excursions which would  otherwise  damage  the  absorber  polyester lining and
associated polypropylene lined pipe.  In the event  of a boiler  air preheater drive
mechanism  failure, feed gas  temperatures could rise  to 600° F.  This has been
considered in the design of the flue  gas  booster fan and the venturi  quench. The
booster  fan  is provided with a  "cool-down"  motor  to  preclude  impeller  blade
warping.

The  precipitation of sulfur within H2S transport lines, reactor  vessels, and sparger
assemblies  is  a  recognized  problem  area and is prevented  through the use of  a
proprietary method.

Cleaned flue gas  can be  reheated  either by mixing with steam  heated air or by an
alternate direct combusion fuel oil reheater.

To preclude accelerated corrosion  and premature failure of the H2S generator, design
provisions are included for equipment preheat and warm "coasting operation" during
periods of power plant  outage or Citrate Plant shutdown.

Plant operability was  thoroughly  considered  in the plant design. Features  such as
semi-graphic display  panels, local and remote control for vital services, repetition of
key  instrumentation at the power plant control room for critical operational areas
such as H2S ambient sensing and high gas temperature excursions are provided.

Recognizing that the power plant must be capable  of rapid load fluctuations,  the
plant turndown is designed to 60 percent with process adjustments capable of being
made at either the control panel or  locally.

A flare system is provided for incineration of unconsumed H2S product during plant
startup/shutdown and transient plant operations.
                                720

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        A common  sump  system  is  provided to collect  all surface  drainage  including
        inadvertent chemical spills. The sump water is monitored  and pumped to disposal
        only when safe.
Mechanical and Process Equipment

Equipment selection  was made  on a  scale that approximates one train of a full scale,
multi-train commercial installation. The  items of equipment used in the process are capable of
being scaled up (or down) so that once  demonstrated in the plant, the process can be applied
with confidence to larger  (or smaller)  coal-burning  boilers. Wherever possible, the type of
equipment selected for the Demonstration Plant has had a successful history of commercial
operation in similar applications.^

Materials  selection was based  on  protection of all process wetted surfaces from  general
corrosion associated with  the  sodium  citrate  liquor  and chlorides derived from  the  wet
scrubbing of combustion  flue gases. The materials  selected are economic choices and are
typical of those that would be used in future large scale operating plants. A description of the
principal major equipment and process unit operations follows.
                                       721

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Columns, Vessels, and Tanks

    SQ2 Absorber.  One required. 26'-0" I.D. x 85'-0" high, material-carbon steel, flake glass
    lined. 120" I.D. inlet duct. Two chevron separator elements in chlorinated PVC. 20'-0"
    bed of size 2 polypropylene Intalox saddles. Liquid distributor and support plate in flake
    glass lined carbon  steel.  One chimney tray having 4 each 6'-6" dia. chimneys and vortex
    breaker for liquid  draw  off. Gas discharge stack lO'-O" I.D. x 102' high mounted on top
    of absorber.

    Venturi Scrubber.  One required.  Gas rate - 156,000 SCFM at 120°  F, 14.7 PSIA liq.
    rate — 4500  GPM  at 40  PSI at nozzle. Materials — venturi nozzle of Inconel-625, body of
    carbon steel, acid proof brick lined over rubber membrane. 120" dia. x 45' high.

                Figure 6    SC>2 Absorber/Venturi Scrubber .
                                                       •^•REHEAT    J

                                                       *-LEAN      *
                                                          CITRATE
                                                          SOLUTION
                                                          LIQUOR
                                                       ^ MAKE-UP
                                                       ^ WATER
                     RECYCLE PUMP
                                      722

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                                                  Figure 7   Sulfur Precipitation
                                                              Reactor.
Sulfur Precipitation Reactors.  Two required. 12'-10" I.D. x 18'-10" TT material carbon
steel with 1/8" corrosion allowance, flake  glass lined with Inconel-625 trim. Staggered
elevation of each by  19' - fitted with top  mounted disperser turbines rated at 100 HP
and tip speed approx. 1000 FPM. Operating pressure 10 PSIG at 131°  F; liquid capacity
13,000 Gal.

Sulfur Decanter.  One required. Hastelloy C-276 clad carbon steel, cladding 1/8" thick;
steam jacketed. Operating pressure 65 PSIG at 260° F.
Figure 8   Sulfur Decanter.
                                                      UQUD
                                   723

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Digester.  One required.  12'-0" I.D. x 18'-0" TT. Material carbon steel, flake glass lined.
With top mounted Inconel-625 agitator.

Sulfur Flotation Tank. One required. Cylindrical vessel 15'-0" I.D. x 20'-0" high; 18,500
Gal. capacity; carbon steel; flake glass lined. Fitted with Inconel-625 turbo agitator.
                 Figure  9   Sulfur  Flotation Tank.
                                    724

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     Sulfur Slurry Tank.  One required.  15'-0" I.D. x 15'-0"  high, carbon steel,  flake glass
     lined.  Fitted with  top mounted Inconel agitator.  Operating  pressure — atmospheric at
     131° F. Max. filling rate - 130 GPM.

     Citrate Solution Storage Tank.  One required. 28' I.D. x 30' high, carbon steel, flake glass
     lined. Fitted with side mounted Inconel-625 agitator.

     Make-up Tank.  One required.  5'-0"  I.D. x 7'-6" high, reinforced fiberglass construction.
     Installed in ground. Fitted with a pump and agitator.

     Sulfur Storage Tank.  One  required. 20'-0" I.D. x 24'-0"  high,  capacity  56,000 Gal.,
     carbon steel. Equipped with external plate steam coils and insulation.

Heat Exchangers and Heaters

     Venturi Wash Water Cooler.  One required. Duty 19.8 106 BTU/hr.  Plates - Palladium
     stabalized titanium, 96 PSIG operating pressure.

     Lean Solution Cooler.  One required. Duty 5.4  10^  BTU/hr. Plate type — Palladium
     stabalized titanium; operating pressure 78 PSIG at 131°  F.

     Sulfur  Melter.   Two  required.  Duty - 4.11  106  BTU/hr.  Jacketed  pipe
     type:  Tubes — Hastelloy C-276. Shell — carbon steel  35  PSIG steam operating. Sulfur
     slurry temperature IN-1310 F; OUT-2600 F.
Pumps
     Sulfur Slurry Pump.  Two required. Rotary type, 64 GPM, 105 PSI pressure differential,
     pumping temperature 131° F. Rubber lined Hastelloy-C with Hastelloy-C rotor and trim,
     variable speed belt drive 20 HP electric motor.

     Make-up Pump.  One required. Vertical centrifugal type 100 GPM, 27  PSI  pressure
     differential-pumping temperature 111° F; Hastelloy-C  case, impellor and trim, direct
     coupled 5 HP electric motor.

     Sulfur Transfer Pump. One required. Centrifugal, horizontal single stage  type, steam
     jacketed, 15 GPM, pumping  temperature 260° F, 72 PSI pressure differential case and
     Impellor of cast steel with direct drive 7.5 HP electric motor.

     Sulfur Loading Pump. One  required. Centrifugal, horizontal single stage  type, steam
     jacketed, 50 GPM, pumping  temperature 260° F, 20 PSI pressure differential case and
     Impellor of cast steel with direct drive 3 HP electric motor.

     Scrubber Recycle  Pump.  Four required. Horizontal centrifugal slurry type; two pump
     tandem installation, 4500 GPM, 118  PSI pressure differential, pumping temperature
     120° F; rubber lined cast iron case and Impellor with Hastelloy-C trim,  250 HP electric
     motor with belt drive.
                                       725

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     Rich Citrate Solution Pump. Two required. Centrifugal, horizontal  single stage type,
     pumping temperature 120°  F. Chlorimet 3 case and impeller with Hastefioy-C trim; 40
     HP electric motor drive.

     Lean Solution  Pump.  Two required. Centrifugal, horizontal  single stage type, pumping
     temperature  121° F, Chlorimet  3  case  and impellor with  Hastelloy-C trim, 120 HP
     electric motor drive.

 Blowers and Agitators

     Flotation Air Blower.  Two required. Lobe type, 9 PSI pressure differential, carbon steel
     construction.

     Flue Gas Fan.  One required. Double inlet mechanical draft type. 234,000 ACFM normal
     (275,000 ACFM peak),  discharge pressure 9.7 "H2O W.C.  (normal)  13.4 "H2O W.C.
     (peak)  at 300°  F; carbon steel construction; direct coupled 1000 HP electric motor;
     provided with auxiliary "cool-down" motor.

Other Major Equipment

    H2S Generator.  One  required.  825 SCFM of approximately  80 percent H2S  gas at 45
    PSIG and 300° F. Material — stainless steel shells lined with high temperature refractory.
    Proprietary design.
                                      726

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Operational and Performance Parameters


The Citrate Process Demonstration  Plant  is designed  for a high level of performance with a
minimum of operational constraints. Citrate Process performance and operational parameters
are best described by the inherent characteristics of the process which  provides for a high surge
capacity,  simple direct regeneration, no scaling or plugging in the absorber, insensitivity to
CO2 and  C>2, ability to abate SO2 in a wide range of flue gas concentrations, a non-hazardous
biodegradable  absorption media, low residual SC>2 (below 200 PPM), elemental sulfur product,
low consumption of energy,  and no solids disposal problems.


These  characteristics contribute  to  the simplicity,  reliability, and economy of the Citrate
Process. Specific operational and performance parameters of the Citrate Process as applied to
the St. Joe project can be seen on Table I.
         Parameter
                            Table  1   OPERATING PERFORMANCE PARAMETERS
Units
Operating  Range
         Flue Gas Rate                         SCFH  	156,000
         Cooled Flue Gas Temperature, Contact   °F    	    120
         SC>2 Loading
           at Inlet                            PPM   	  2,000
           at Outlet                           PPM   	    200
         SOg Removal Efficiency                %     	     90
         Sulfur Recovered From Flue Gas         TPD   	   15.5
         Sulfur Product Purity, Min.            'Jt.  I  	   99.5
         Particulate Loading
           at Outlet                           gr/SCF	  trace
         Excess Combustion Air                 %     	     15
         Boiler Fuel, as received
           Sulfur Content, weight               Wt.  %  	2.5-4.5
           HHV                                 BTU/lb	 12,500
           Ash Content, weight                 Wt.  °L  	   11.5
           Chlorides                           Wt.  %  	    0.2
         Utility Requirements
           Steam                               Ib/hr  	 10,900
           Electric Power, max.                kWh    	  1,600
           Cooling Water, average               GPM    	  2,600
           Fuel  Oil No. 2, superheater          Ib/hr  	    188
         Personnel Requirement
           Operations                          MH/day	     56
           Maintenance                         MH/yr	  6,420
         Plant Turndown                        %     	     60
         Number of Process Trains               Each   	      1
         Absorber A P                          "H20   	      6
         Absorber L/G                       GPM/1000 SCF	    7.7
         Eductor Venturi  L/G                GPM/1000 SCF	   28.8
         Citrate Solution pH                   pH    	    4.5
         Reactor Residence Time, each           Min	     10
         Oxidation to Sulfate                   %     	    1.5
         Chemical  Feedstock Requirement
           Citric Acid                      Ib/ton sulfur recovered	   28.7
           Caustic Soda                     Ib/ton sulfur recovered	   92.0
           Methane*                            SCFM   	    168
           Carbon Monoxide,  68% purity*         SCFM   	    868
           Sodium Thiosulfate                   Ib/hr	    6.2
           Lime  (neutralization)                Ib/hr	    145
        *Alternate process feedstock.
                                          727

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ONE YEAR DEMONSTRATION TEST PROGRAM

Following the completion of plant  performance testing  and final acceptances, a one year
demonstration test will be initiated. The objectives of the demonstration test are: 10

•  To characterize completely the citrate system with respect to the various system operating
   parameters.
   To determine the system's optimum operating conditions.
   To determine long-term system reliability.
   To determine the environmental impact of the citrate system.
   To determine the technical and economic feasibility of the citrate system.
   To document the results of the test program such that comparisons of the citrate system
   with other flue gas desulfurization systems can be performed.

To insure that the Demonstration Test Program objectives are fulfilled, the Bureau of Mines
has retained the Radian Corporation (Radian) to serve as an independent, unbiased test and
evaluation contractor.

To accomplish these objectives, Radian will develop and implement a test plan which includes:

•  Baseline testing which will be divided  into two distinct segments. One segment will observe
   actual boiler operation over a period of about four weeks, while monitoring all available
   boiler operating  parameters and  effluent discharges. The second segment of the baseline
   testing will investigate the historical limits of transient boiler operation. This segment will
   be executed  during the three- to  four-week testing period. The coordination of these two
   segments will ensure  that the boiler  is operating at historically normal conditions during
   the test period.

•  Acceptance  testing which  will  be  performed  to  certify  that the  Citrate  Process
   Demonstration Plant  will meet performance guarantees. The acceptance test will require
   the system to operate  for a period of  not less than ten (10) consecutive days while burning
   coal  containing  not  less than  2.5  percent sulfur  and meeting  both the New Source
   Performance Standards and a 90 percent SO2 removal efficiency.

•  Optimization of  the  system  will be investigated through  the  one-year demonstration
   period. Data collected  during the demonstration  testing will  be  used to determine what
   adjustments  are  required to  optimize plant operations  to  minimize  absorber liquid/gas
   ratio,  system  pressure drop, reagent and  feedstock consumption,   power and  utility
   consumption, and process costs  and  to  maximize SOX removal, particle  removal, system
   reliability, and system availability.

•  Documentation  of the  citrate  system's  performance  which  will  include reliability,
   availability, and utilization information.  For proper overall power station operation, FGD
   system availability should be maintained at high levels. Information concerning boiler and
   citrate system  operation will be gathered daily and reported monthly. System performance
   will be reported  in terms  of availability,  reliability, and utilization. Availability is defined
   as the percentage of a given time period that the FGD system is  available for operation.
   Reliability is the percentage of instances that the FGD system operated when it was called
   upon  to operate. Utilization, a third  performance  parameter,  will also be reported.
   Utilization is the percentage  of  time that the boiler operated during a  time period and
   reflects the load demand imposed on the  FGD system.
                                       728

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Special studies  to investigate sulfate formation, system corrosion, materials evaluation, stack
gas reheat, and  other items of interest will also be conducted during this one year period. In
addition,  process  economics  will  be developed  based  upon  the  demonstration  project
information.

Successful  completion  of this project will  provide information for economic and technical
comparison of the Citrate Process and other FGD systems. This information will be gathered
during commercial scale operation and will be useful for extending G.F. Weaton experience to
other systems.
                                      729

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ENVIRONMENTAL AND ENERGY IMPACT

The products of the Citrate Process are high purity elemental sulfur and an industrial grade of
Glauber's  Salt (sodium  sulfate  slurry). Process energy demand in terms of electric power,
steam, and methane/carbon monoxide are low compared to other SO2 abatement processes.
Environmental Impact

As  required by  the  National Environmental Policy  Act of 1969, the Bureau of
identified the disposition of the following product and waste streams  associated with the St.
Joe Citrate Process Demonstration Plant:

•   Treated flue  gas,  156,000 SCFM.  Flue gas will be discharged to the atmosphere and will
    contain approximately 0.02 volume percent (200 ppmv) SO2-

•   Product sulfur, 15  tons  per day, either as a solid or liquid product sulfur will be  of a
    commercially pure grade and will be used by St. Joe  to produce sulfuric acid at its nearby
    zinc smelter.

•   Cooling  and  condensate water streams.  Water  streams that are not recycled will  be
    discharged in an environmentally acceptable manner.

•   H2S gas during startup or transient conditions.  This gas will be incinerated to SO2- The
    maximum SO2 emission to the atmosphere during startup will be  3,300 pounds SO2 per
    hour for 30  minutes or a total emission  of 1,650 pounds  of SO2- The  maximum  SC"2
    emission to the atmosphere during upset conditions will be 6,600 pounds of SO2 per hour
    for 10 minutes or a total emission of 1,100 pounds SO2- During the demonstration year of
    operation, two startup periods are expected. Upset conditions are  estimated to take place
    no more than once a week and such conditions are expected to be of short duration. The
    emissions resulting from startup or transient conditions will be eliminated or minimized as
    experience is gained in operating  and effectively using the  installed instrumentation for
    process operation and control.

•   Spilled citrate solution. A  spillage  collection  system is  provided to  contain  spilled
    solutions at a central point where  they will be treated for recycling back into the process.

•   Byproduct  Glauber's  Salt  (sodium  sulfate decahydrate),  5  tons  per  day,  as  a wet
    cake.  Markets for the  disposal of this  byproduct have  been surveyed and an offer to
    remove this byproduct for the end use of sodium sulfate has been  received. The Glauber's
    Salt byproduct also may be sold to the paper industry.

•   Gas  prescrubber bleed waste stream, 72 tons per  day, containing  about iVz tons fly
    ash.  This stream will be neutralized  with lime. The  neutralized sludge, containing about
    one ton CaCl2 and  P/2 tons CaSO4 per day, will join the power station's fly ash disposal
    stream which contains about 120 tons fly ash per day. The fly ash stream is ponded for
    solids settling.
                                      730

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•   Sulfur precipitation reactor vent gases consisting mainly  of CO2 and trace H2S will be
    piped directly to the power station boiler for incineration of the H2S to SO2 for recycle to
    the citrate scrubber.


•   Combustion gases from the sulfur superheater.  The superheater is fired with No. 2 fuel oil
    containing approximately  0.3 percent sulfur. The combustion gases will be discharged into
    the atmosphere after waste heat recovery.


•   Vent gas  from the flotation tank, sulfur slurry tank,  and citrate storage tank.  These vent
    gases may contain 100  ppm of COS and 10 PPM H2S. The gas will be piped directly to the
    power station boiler for incineration  of the COS and  H2S to SO2 for recycle  to the citrate
    scrubber.


•   Sulfur filter cake, 4.3 cubic feet every 12 days.  This filter cake will contain mainly solid
    sulfur, diatomaceous earth with  minor amounts of citrate salts and fly ash. The filter cake
    will be disposed of in an environmentally acceptable manner.
Energy Impact


During a typical year of plant operations, as shown on Table 2, not more than 3.8 percent of
the gross heat energy consumed by the St. Joe G.F. Weaton Power  Station for either unit
would  be  consumed  for the  benefit  of the  Citrate  Process  Demonstration  Plant. Basis
assumptions in the energy analysis are as follows:


    Coal fuel as received, HHV 12,500 BTU/lb.
    Flue gas reheat is used only as required to aid dispersion.
    Steam generation efficiency of the boiler is 88 percent.
    Power plant heat rate is 10,200 BTU/kWh.
    Waste heat energy is recovered where economically justified.
    Plant is assumed to be operating at full load with 95 percent availability.
                                  Table 2   ENERGY IMPACT
                   Energy Consumed                        Energy Lost. BTU/yr

                   Energy used as Electric Power                 12.22 x 1010
                   (11.980 x 106 kltlh/yr) (10,200 BTU/kWh)

                   Turbine Extraction Steam used for Reheat         0.17 x 10
                   Flue Gas
                   (1.204 x 106 Ibs/yr of 476 PSIG steam)
                   (10,200 * 7.23 BTU/lb)
,10
                   Reduction Steam for Process and Utility Service     8.82 x 10
                   (89.394 x 106 ibs/yr of 125 PSIG steam)
                   (868 * 88% BTU/lb)

                        Subtotal

                   Energy Saved

                   Credit From Waste Heat Recovery               0.96 x 1010
                   (8.41 x 10? BTU/yr + 888;)


                   Net Energy Consumed, BTU/yr                  20.25 x 1010

                   Power Plant Gross Energy Production            536.00 x 1010 BTU/yr/un1t

                   Citrate Process Energy Useage                 3.S% of gross energy pro-
                                                           duced from the combus-
                                                           tion of coal  In a single
                                                           boiler unit.
                                          731

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CAPITAL AND OPERATIONAL COST

Functionally, the process flowsheet  for both the 500 and 1000 MWe coal-fired power plant
applications is the same as for the St. Joe Citrate Process Demonstration Plant. However, the
number of process  trains and physical arrangement of unit operations  must be adjusted to
reflect commercially available equipment and practical size limitations of specific process and
mechanical  components. The  number of parallel components required for scaling up unit
operations will vary to  a certain degree depending upon the operational requirements of
specific plants.

Capital and  operational cost projections for application of the Citrate FGD Process to 500 and
1000 MWe  utility boilers were prepared based on actual cost data derived from the Citrate
Process Demonstration Plant definitive cost estimates. For the purpose of the cost projections
shown in this paper, 1977 dollars are used in the capital cost estimate  and 1978 dollars are
used in the operational cost estimate.

Table 3 shows the capital cost for a 500 MWe FGD (coal-fired 2.5 percent) application using
the Citrate Process to be $38,147,000 ($76/kW); for the 1000 MWe power plant, capital cost is
$72,888,000 ($73/kW). Only a slight reduction in cost per kW was realized in going from 500
to 1000 MWe because practical size limitation for most process components have been reached
on the 500 MWe plant. SO2 removal cost using the Citrate Process on a levelized net expenses
basis is shown in Table 4 to be 2.07 and 1.97 Mills/kWh for the 500 and 1000 MWe power
plants, respectively.  Levelized net expense is based on a ten year projection of net expense
discounted at 10 percent per  annum to the  present.  Net operational expense considers the
direct and indirect expenses associated with the FGD plant operations and includes a credit for
recovered sulfur product. Annualized operational  cost expressed as Net Expense includes the
net operational expense plus  capital charges and applicable taxes.

Cost projections assumed a new power plant application in a midwest location burning a 2.5
percent sulfur coal. Cost projections do not show cost of land, access rights, or the cost of bulk
particle removal. Residual  particle  removal,  engineering and design services, construction
management, material  and labor  cost and overhead, general and administrative expense, and
contractor's fees are included.
                                       732

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 Table 3   CAPITAL  COST FOR A 500 MWe  FGD APPLICATION
                  CITRATE FGD PROCESS
                  CAPITAL  COST SUMMARY
           Coal  Fired  Power  Plant  - 2.5%  Sulfur
                                         500 MWe
               1000  MWe
                                                   $1,000
DIRECT CONSTRUCTION COST
   MAJOR  EQUIPMENT - BY UNIT OPERATION
     I - GAS COOLING AND SO2 ABSORPTION
     II - SULFUR PRECIPITATION
     III - SULFUR RECOVERY
     IV  -  SODIUM SULFATE REMOVAL
     V - H2S GENERATOR
     VI  -  OFFSITES AND FACILITIES
        SUBTOTAL
   FOUNDATIONS AND CONCRETE WORK
   STRUCTURAL STEEL
   BUILDINGS
   INSULATION
   INSTRUMENTATION
   ELECTRICAL
   PIPING
   PAINTING
   MISCELLANEOUS
        SUBTOTAL
        TOTAL DIRECT CONSTRUCTION COST
   INDIRECT COST AND FEE
        TOTAL CAPITAL COST     :
        CQST/KW
12,594
  906
 1,591
  302
 1.421
  140

16.963

 1,239
  860
  100
  667
  824
  828
 5.145
  133
  567

10.363
27,326

10,821
   76
25.145
 1,848
 2,976
   402
 2,731
   231

33.333

 2.389
 1,649
   110
 1.171
 1.462
 1,482
 9,437
   253
   927

18,880
52,213

20,675
72.888
   7T
BASIS
  NEW  POWER PLANT APPLICATION - MIDWEST LOCATION.
  INDIRECT  COST INCLUDES ENGINEERING DESIGN.  CONSTRUCTION OVERHEAD.
   TAXES, GENERAL AND ADMINISTRATIVE EXPENSE.
  1977  DOLLARS.
                             733

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           Table  4
 S02 REMOVAL  COST  USING  CITRATE PROCESS
                                   CITRATE FGD  PROCESS
                        ANNUALIZED OPERATIONAL  COST  SUMMARY
                             Coal Fired  Power Plant -  2.5%  Sulfur
                                                 500 MWe
                                                                                    1000 MWe
DIRECT OPERATIONAL EXPENSE

   CHEMICAL FEEDSTOCKS
   UTILITIES
   PLANT OPERATIONS
   PLANT MAINTENANCE
   PAYROLL OVERHEAD
       SUBTOTAL DIRECT

INDIRECT EXPENSE

   ADMINISTRATIVE  & OVERHEAD
   INSURANCE

       SUBTOTAL INDIRECT

   START-UP COSTS*
       TOTAL OPERATIONAL EXPENSE
   SULFUR PRODUCT CREDIT
       cost
                       .. Ml*.
                        8XWEN5B
                                       1ST. YEAR
                   1,789
                   4,461
                    240
                    288
                    129
                   6,907
                    208
                    308

                    516

                    902

                   8,325
                   (1,258)
                                                        5TH. YEAR **
                                                                  -($1,000)
                     2,762
                     6,717
                      329
                      407
                      175
                    10,390
                      273
                      374
                      647

                        0
                   • 2,13 :
1ST. YEAR

3,584
8,923
313
424
169
13,413
208
589
797
1,702
15.912
(2,5171
5TH. YEAR**
5,464
13,434
429
601
230
20,158
273
682
955
0
21,113
(2,917)
                                         lot
   INTEREST
   DEPRECIATION
       TOTAL EXPENSE
   TAX BENEFIT
   ITC  AT  10**

       COST
       COSt/tON COAl
       M11S/KWK
       COST/TON COAL
       MIU.S/WH
N6t EXH5N5?
NSt 8XP4NSI
LEVSJZK****
   3,906
   1,371

  12,344

  15,925)
  11,539)

$4,880.00

• '   Mff
            S.?6
 3.906
 1,371
14,785
(7,096)
    0
 7,464
 2,619
23,478
(11,269)
 (3,019)
                                         1.33
                                                                         7,464
                                                                         2,619
                                                                         28,282
                                      *•**
                                                *'•*?
BASIS
  95* PLANT AVAILABILITY; 80* AVERAGE UNIT LOAD.
  SULFUR CREDIT - $40/TON
  MAINTENANCE SERVICES FROM A FULLY STAFFED POWER PLANT MAINTENANCE ORGANIZATION.
  (9.5* NONEXEMPT BONOS) SL DEPRECIATION - 25 YEARS.
  UTILITY FINANCING METHOD EXPRESSED IN  1978 DOLLARS.
  * FIRST YEAR ONLY.
  **INCLUDES EFFECT OF MATERIAL, LABOR  AND UTILITY ESCALATION.
  ***LEVELIZED OVER A 10 YEAR PERIOD AT 10* DCF.
                                               734

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REFERENCES

 1.   Nissen, W.I., et al, CITRATE PROCESS FOR FLUE GAS DESULFURIZATION, A
     STATUS  REPORT, PROCEEDINGS:  SYMPOSIUM OF FLUE GAS DESULFURIZA-
     TION, EPA-600/2-76, May, 1977; pp 843-864.

 2.   Chalmers, F.S., et al, THE CITRATE PROCESS TO CONVERT SO2 TO ELEMENTAL
     SULFUR. Presented at Industrial Fuel Conference, Purdue University, West Lafayette,
     Indiana, October 3, 1973; 6 pp.

 3.   Madenburg, R.S.,  et  al, COMMERCIAL APPLICATION OF  THE CITRATE FGD
     PROCESS, Power Magazine - Energy Management Guidebook, 1977 Edition; pp 19-24

 4.   Descriptive Booklet, GEORGE F. WEATON STATION, St. Joe Minerals Corporation
     Monaca, Pennsylvania; pp 1-12.

 5.   Korosy, L., et al,  CHEMISTRY OF SO2  ABSORPTION AND CONVERSION  TO
     SULFUR BY THE CITRATE PROCESS. Presented at 167th American Chemical Socier,
     Meeting, Los Angeles, California, April 5, 1974; 32 pp.

 6.   Rosenbaum, J.B., et al, SULFUR DIOXIDE EMISSION CONTROL BY HYDROGEN
     SULFIDE REACTION IN AQUEOUS SOLUTION - THE CITRATE SYSTEM. BuMines
     RI7774,1973,31 pp.

 7.   Hissong, D., et al, REDUCTION SYSTEMS FOR FLUE GAS DESULFURIZATION
     SYSTEMS, Chemical Engineering Progress, American Institute of Chemical Engineers,
     June, 1977; pp 73-81.

 8.   Wheatcroft, G.A., Home  Oil Company  Limited,  Calgary, Alberta,  Canada.  Private
     correspondence, 1977.

 9.   Citrate Process Demonstration Plant Project Manual, U.S. Bureau of Mines, November,
     1976.

10.   Ottmers, D.M. Jr., TECHNICAL PROPOSAL FOR DEVELOPMENT AND IMPLEME f-
     TATION OF A TEST PROGRAM FOR A CITRATE FLUE GAS DESULFURIZATION
     SYSTEM DEMONSTRATION, Radian Corporation, Austin, Texas; December, 1976.

11.   Negative  Environmental Statement  Declaration — Citrate Flue  Gas Desulfurization
     Process Demonstration Plant, U.S. Bureau of Mines; March, 1977.

ACKNOWLEDGEMENT

     Mr. William I.  Nissen, U.S. Bureau of Mines, whose contributions and technical review of
     this  paper is gratefully acknowledged.
                                  735

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                  APPENDIX

Conversion Factors — Customary and SI Metric Units
   Unit

1 inch
1 foot
1 U.S. gallon
1 pound
1 ton
1 Ibs/in2
1BTU
1 BTU/gal
1 BTU/lb
Ihp
IkWh
IMWe
1 SCFM
1 grain
         SI Unit

2.5400 x 10'5 meter
3.0480 x 10'1 meter
3.7854 x lO'3 meter3
4.5359 x lO'1 kilogram
1.0161 x 103 kilogram
6.8948 x 103 newton/meter2
1.055 IxlO3 joule
2.3208 x 105 joule/meter3
2.3260 x 103 joule/kilogram
745.700 watt
3.6 mega joule
1 megawatt
4.72 x 10"4 SD meter3/sec.
0.065 grams
                   736

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       PHILADELPHIA  ELECTRIC'S  EXPERIENCE
       WITH MAGNESIUM  OXIDE  SCRUBBING
                        James A. Gille
                  Philadelphia Electric Company
                    Philadelphia, Pennsylvania

                             and

                     James S.  MacKenzie
              United Engineers & Constructors, Inc.
                    Philadelphia, Pennsylvania
ABSTRACT

    The particulate and sulfur dioxide removal system at Philadelphia
Electric's Eddystone Station has undergone preliminary performance
testing for the past six months.  Particulate removal efficiencies in the
range of 97-98 percent have been demonstrated on the fly ash escap-
ing collection in the upstream,  and 93 percent efficient mechanical-
electrostatic precipitator particulate removal system. The MgO-based
regenerative S02 scrubbing system has been operated at SO2 removal
efficiencies exceeding 95 percent. Salable 98 percent sulfuric acid has
been produced from the scrubbed SO2 and the regenerated MgO reused
in the process.
    A number of operating difficulties uncovered during this preliminary
test period is described. The cumulative availability of  32 percent for
the S02 scrubbing system with the longest continuous run being  140
hours has been disappointing.
    Plans for future operation of the system are discussed.
                               737

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                      PHILADELPHIA ELECTRIC'S EXPERIENCE
                        WITH MAGNESIUM OXIDE SCRUBBING
     Philadelphia Electric Company embarked on a program to install a particulate
and sulfur dioxide scrubber system at Eddystone Station in mid-1971.  This paper
reviews briefly operating experience with particulate and sulfur dioxide scrub-
bing, problems encountered, process economics, and schedule for completion of the
system test program.

SYSTEM AND PROCESS DESCRIPTION

     The scrubber plant at Eddystone Unit 1 consists of three parallel scrubbing
trains with a particulate scrubber, reheater and scrubber booster fan in each train.
One train incorporates the S02 scrubber in series with the particulate scrubber
(Figure 1).  Two of the particulate scrubbers are Environeering Ventri-Rod units
while the third is a Peabody-Lurgi Venturi unit.  The S02 scrubber is also an
Environeering Ventri-Rod unit equipped with two scrubbing stages and two stages of
mist elimination (Figure 2).  Flexibility of operation is incorporated in the
ductwork through systems that permit by-passing the S02 scrubber, each train, or
the entire scrubber plant.

     The particulate and SC>2 scrubbers have separate surge tanks for slurry collec-
tion, pH control and make-up (Figure 3).  These surge tanks are fabricated from
carbon steel with a polyurethane lining, as is the S02 scrubber.  The particulate
scrubbers are 316 L stainless steel and the piping systems are all rubber-lined.

     Tie entire boiler flue gas flow of 927,000 acfm  (at normal conditions) is
passed through the three scrubbing trains.  In the particulate scrubbers the hot
flue gas is contacted with river water, removing the majority of the particulate
as a 2% aqueous slurry.  In this step the gas is adiabatically cooled from 300-330F
to 125-130F.  Most of the hydrogen chloride, a variable fraction of the sulfur
triuxide and a minor amount of the sulfur dioxide contained in the flue gas are
absorbed in the scrubbing liquor.  This absorption results in a lowering of the
liq or pH, which is controlled at about three (3) by the addition of caustic soda
in  rder to prevent corrosion of the 316 L stainless steel.  As a further step in
pre/er'ing corrosion, the liquor blowdown rate is set at a rate so as to maintain
the cl loride ion concentration below 1000 ppm.  The particulate scrubber blowdown
is neutralized and sent to the station ash settling basin.  The overflow from the
asl settling basin goes to the waste water treatment plant and is finally dis-
charged to the Delaware River.

      In the S02 scrubber the flue gas emerging from the particulate scrubber is
contacted with a 5-10% aqueous slurry of magnesium sulfite  (MgS03)  to remove better
than  90% of the sulfur dioxide in the flue gas.  In this step the insoluble magne-
sium  sulfite is converted to soluble magnesium bisulfite  (Mg(HS03>2).   In the
scrubber surge tank, a slurry of slaked magnesium oxide  (MgO) is added  to the
circulating scrubber liquor at a rate sufficient to maintain the pH at  about 6.3.
The addition of MgO converts the MgCHSOj^ to  insoluble MgS03.  A bleed  stream  from
the  circulating scrubber slurry goes to a thickener,  centrifuge, rotary kiln cir-
cuit, where the MgS03 is recovered as a dry product  (Figure 4).  The mother  liquor
recovered  from this operation is used to slake the MgO and  to wash  the  scrubber
mist  eliminators.


                                      738

-------
      The dry MgSC>3  is  calcined  in  a  fluid bed reactor  in  the off-site regeneration
 facility  (Figures  5 &  6).   This facility  includes  an  air  preheater,  cyclone  separator
 system, venturi  scrubbing,  gas  cooling  touer, drying  tovjer, and mist elimin.-'.cor
 for  separation of the  MgO crystals,  and the  cleaning,  cooling and drying of  the
 S02  rich gas for transfer to  the sulfuric acid plant.  This facility was originally
 located at  the OLIN Corporation sulfuric acid plant in Paulsboro, N.J.  However, when
 this  plant  was permanently  closed  down  in late 1975,  the  regeneration facility was
 relocated  to the ESSEX CHEMICAL sulfuric acid plant in Newark, New Jersey.
 The  transfer of  dry material, MgO  and MgSC^, between Eddystone and Newark is by
 truck transportation.

      Standard design parameters for  the particulate and S02 scrubbers are summarized
 in Table 1.

 OPERATING EXPERIENCE

      The availability  of the  two Environeering particulate scrubbers continues to
 improve with additional on  line experience and is now  approaching the 60-75% level.
 The  Peabody-Lurgi particulate scrubber has exhibited a lower availability (approxi-
 mately 257»), primarily due  to excessive vibration of the  downstream induced  draft
 fan,  due to the  accumulation of solids on the rotor.   This effect is believed to
 arise from  faulty mist eliminator  performance and is discussed at greater length
 in the next section.

      A test program was initiated  in June of this year to determine the effective-
 ness  of the scrubbers  in removing  particulate matter.  During the test period the
 station operated at or close to capacity (310 MW) and  burned West Virginia-
 Pennsylvania bituminous coal of the  following average  composition.

                            Average  Coal Composition
                              During Test Program
                          Component
                          Moisture, %            5.9
                          Ash,  7,                 9.4 a
                          Sulfur,  7o              2.6 a
                          HHV, btu/lb           13,600 a

              a - Dry Basis

 The results to date indicate that  all three scrubbers have the capability of
meeting the Pennsylvania particulate emission standard of 0.1 Ib/MM Btu at the
 design conditions shown in Table 1.  Chemical analysis of the particulate passing
 through the scrubbers indicates that soot from the oil-fired reheat burners
 accounts for about 20-407» of the trapped material.  This relatively large contri-
bution is understandable in view of the 100F reheat used at Eddystone in order to
 avoid a visible plume.   (Eddystone Station's location near the end of the main
 runway of the Philadelphia  International Airport gives rise to this requirement.)
 Sulfate (S04=)  accounts for another 30-507., of the particulate passing through the
 scrubbers.   Since this  large amount of sulfate can only come from scrubbing liquor
passing through the mist eliminator, there is a strong presumption that their
performance is  less than perfect.   On occasion the combined effect of this sulfate
 leakage and the reheat  burner soot contribution caused the particulate leaving
the scrubber to exceed  the 0.1 Ib/MM Btu emission standard.
                                      739

-------
     Gas flow rates were varied from 250,000 to 425,000 acfm and the AP from
10 to 18 in H20 in the particulate scrubbers.  Little variation in particulate
removal efficiency was noted ovor this range of conditions.  It should be pointed
out that the Eddystone scrubbers were retrofitted and that there are very few
straight runs of ductwork in the system.   As a result, representative sampling of
the flue gas, especially for particulate  matter, has proved difficult and the
reproducibility of the test results has not been of a high order.

     The two Environeering scrubbers each have operating times of about 8,000
hours.  The Peabody-Lurgi scrubber operating time is about 2400 hours.

     The availability of the S02 scrubber since starting up last May has been
about 32%.  The longest continuous run to date has been 140 hours.  This experience
i  far from satisfactory but is slowly  improving.  The several mechanical problems
t  it have contributed to this low availability are discussed in the next section.
No fundamental problems involving the scrubber chemistry have been observed.

     In spite of the limited availability of the scrubbing unit, a fairly extensive
test program to determine the effect of the principal operating variables (L/G,AP,
pH) on S02 removal efficiency has been partially completed.  At the design condi-
tions listed in Table 1, the S0£ removal  efficiency has been shown to exceed 95%.
Measurement of the S02 concentration in the flue gas after a single stage of
scabbing indicates 85-90% S02 removal efficiency.  These results were obtained
wh n the pH of the scrubbing liquor was maintained at 6.3.  When the pH was
adjusted to 5.8, the S02 removal efficiency was slightly lower due to the greater
equilibrium S02 partial pressure of the scrubbing solution, but still exceeded
90%. Preliminary results at a pH of 6.8 show performance comparable to that observed
at 6.3.

     It is not yet possible to make an accurate material balance around the system,
so MgO consumption factors are still speculative.  Oxidation of sulfite, because
of the intermittent nature of the operation has been  fairly extensive and recently
has been  running around 15%,.  Fairly clear evidence has been obtained that the
magnesium sulfite precipitating in the S02 scrubber surge tank is the hexahydrate
(MgS03«6H20).  As has been shown by Radian Corporation  (private communication) the
hexahydrate, although less thermodynamically stable than the trihydrate  (MgS03*BH20)
under the prevailing operating conditions, tends to crystallize from solution much
more rapidly than the trihydrate.  As the blowdown from the surge tank passes
through the thickener, a partial conversion of the hexahydrate to the trihydrate is
observed. By the time the sulfite is filtered in the  centrifuge conversion of the
hexahydrate to the trihydrate is virtually complete.  No difficulty has been
experienced in processing the fine-grained trihydrate through the centrifuge and
dryer.

     Some 208 tons of dry MgS03 have been processed through the fluid bed regenera-
tor at ESSEX CHEMICAL, Newark, N.J. so far.  The resulting MgO has been returned
to the scrubbing process in admixture with make-up MgO.  A test run utilizing
regenerated MgO only is planned for the near future.  Experience to date with re-
generated MgO shows that it has a very small particle size, mainly less than  10
microns, and is more reactive than  the virgin MgO.
                                       740

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OPERATING PROBLEMS - PARTICULATE SCRUBBING

Reheat Burners

     The three (3) reheat burners consist of an oil torch mounted in a separate
combustion chamber at right angles to the flue gas duct upstream of the scrubber
booster fans.  The combustion chamber is five (5) foot in diameter, eight (8)
feet long and double-brick refractory lined.  This refractory has failed due to
the criticality of torch placement and start-up problems with the ultra-violet
flame scanners.  Replacement by a plastic refractory in the 1-B train has
shown encouraging performance improvement.  An investigation is in progress on the
use of a reduced heat load during start-up to limit the thermal shock on refrac-
tory.

     Burner flame-outs during precipitation have been particularly troublesome.
Provision of additional protection for the burner control system has alleviated
this situation.

Mist Eliminators

     Mist eliminator performance has not yet been directly measured although plans
to do so are now being formulated.  However, there is a considerable body of
indirect evidence from which the performance can be inferred.  The first pertinent
observation concerns the operation of the downstream booster fans.  All three fans
have shown a tendency to accumulate solids on their rotors and to eventually
exhibit excessive vibration.  The fact that the solids tend to stick to the rotor
argues for the presence of moisture in the gas, even after passage through the
reheat burner.  This situation would be expected if large droplets are passing
through or being re-entrained in the mist eliminator.  A second observation is
the presence of 30-50% sulfate in the particulate trapped from the gas after the
reheat burner but in front of the inlet to the booster fans.  In as much as the
sulfate content of the fly ash entering the scrubber is only 3-8%, it seems reason-
able to conclude that the remaining sulfate comes from scrubber liquor (2000-5000
ppm 804") passing through the mist eliminator with the water undergoing evaporation
in the reheat burner.  The amount of sulfate collected suggests that the liquid
loading of the gas after the mist eliminator significantly exceeds 1 gr/scf.  A
third observation is the high solids deposition rate in the horizontal section of
duct following the reheat burner.  These solids resemble the particulate trapped
from the gas in front of the fan and the amount of it seems consistent with sub-
standard mist eliminator performance.  The situation with the Peabody-Lurgi scrubber
is particularly severe, to the point where the fan has to be cleaned every few
days.  Serious consideration is being given, therefore, to replacement of the existing
mist eliminator with a more effective product.  Consideration is also being given
to the installation of pre-demisters in the two Environeering scrubbers.  It should
be mentioned that the overall problem is aggravated by the relative inefficient
mixing of the hot reheater gas with the colder scrubber exit gas.  Evidence
of this poor mixing is to be found in the pattern of solids deposition in the duct and
measurements of gas velocity profiles across the duct.
                                       741

-------
OPERATING PROBLEMS - S02 SCRUBBING

MgO Slaking

     The MgO powder is dispersed in a BIF detention type slaking unit (referred
to as the preslaker).  Initial efforts to use recycle mother liquor for this
purpose resulted in scaling and plugging problems,  both in the preslaker and slaker,
as well as in the transfer lines and pumps leading  to the S02 surge tank.  Therefore,
this approach was abandoned for the moment in favor of using fresh water.  With this
change the dispersion of MgO has been relatively trouble-free but the net result has
been an increase of the MgO loss to the waste water blowdown.  Therefore, the
problem of dispersing MgO in mother liquor has been investigated in the laboratory
and hopefully a new procedure has been devised which will permit the direct use of
mother liquor in the preslaker.  A plant test of this procedure will be instituted
in the near future.

     Currently the concentrated slurry (207=) of MgO in fresh water is diluted with
mother liquor in the slaking tank to a 10-12% slurry, which is fed to the S02
scrubber surge tank to mantain pH control.  Although no deliberate effort is made
to slake the MgO since this is not required for the process, the finaldispersion con-
tains slaked MgO in the form of magnesium oxysulfate of somewhat indefinite composition.

Rotary Screw Feeders

     Initially considerable difficulty was encountered with the rotary valves used to
transfer solids from the dryer and the cyclone separators to the MgO pneumatic
transfer line.  The difficulty usually took the form of solids pluggage and/or
excessive air leakage.  Careful alignment of the feeders and adjustment of clearances
has mainly alleviated this problem.

Circulating Pumps

     These pumps are high capacity (6700 gpm) slurry pumps with a water injection
packing gland, and the packing develops a sizable leak in a relatively short period.
Efforts are being made to reduce this leakage without at the same time causing a
large increase of fresh water into the scrubbing system.

Dryer

     In the initial operation period the temperature of the combustion gas entering
the rotary kiln dryer was too low because of an improperly sized tip on the oil
burner.  This resulted in a soot problem which carried through to the S02 scrubber
surge tank and the thickener, since the dryer off-gas is directed to the S02 scrubber.
Evidently incomplete combustion of oil led t© the formation of surface active agents,
which caused poor settling in the thickener and foaming in the surge tank.  Addition
of a silicone anti-foaming agent corrected this situation, however, raising the oil
combustion temperature caused it to disappear altogether.
                                        742

-------
OPERATING PROBLEMS - MgO REGENERATION

     Operation of the MgO fluid bed regeneration unit has been hindered by two problems.
The first problem is the presence of a Brinks mist eliminator following the drying
tower to protect the acid plant from sulfurlc acid mist formed in the cooling and
drying of the S02 product gas  from the regenerator.  Unfortunately a small amount of
MgO solid passes through the veuturi scrubber provided to protect the downstream
operation from particulate contamination.  This fine powder quickly plugs the
Brinks unit, limiting operation to a day or two.  Corrective action taken has been
the installation of an irrigated spray-catcher filter after the cooling tower.  The
effectiveness of this step is now being evaluated.  An alternate approach is the
use of a wet electrostatic precipitator following the cooling tower and this will
be tried later on in the test program.

     The second difficulty concerns the air preheater, where the MgO laden gas
from the regenerator gives up some energy to the incoming combustion air.  When
this heat exchanger'is allowed to cool below the sulfuric acid dew point of the
regenerator off-gas, MgO and/or magnesium sulfate show a tendency to adhere to
the tube surfaces.  Process conditions have been modified to avoid this situation
and hopefully the problem will correct itself.

PROCESS ECONOMICS

Capital Cost

     The total capital cost for the version of magnesium oxide scrubbing system installed
at Eddystone is estimated to be about $130 per kilowatt.  This figure includes
particulate scrubbing, SO2 scrubbing, MgO regeneration, and facility for converting
S02 to sulfuric acid.  Also included is about a $20 per kilowatt retrofit charge
associated with the Eddystone  installation.

     The scrubbing system design is being currently updated to reflect information
gained from the present test program.  The opportunity to simplify the rather
elaborate system initially installed at Eddystone points towards some measure of
capital cost savings for future MgO scrubbing installations.

Operating Cost

     The operating and maintenance cost of the Eddystone scrubber system under
normal operating conditions is estimated at about 2.3 mils per kilowatt hour,
excluding any credit for the by-product sulfuric acid.  If credit is taken for
the by-product acid, then the O&M cost drops to about 2.0 mils per kilowatt hour.
A fairly significant part of the operating cost derives from the 100 F reheat
used at Eddystone.  Use of a more normal 40 to 50 F reheat would reduce the
oost an additional 10%.  Other savings, such as reduced power consumption, are
anticipated as the system is further optimized.
                                     743

-------
PROJECTED SCHEDULE

     The shutdown of the OLIN Sulfuric Acid Plant and the need to relocate the
MgO regenerator facility to the ESSEX CHEMICAL Sulfuric Acid Plant resulted in an
18 month delay in our test program.  The program is now scheduled for completion
by mid 1978.

     The particulate and sulfur dioxide removal system described here on
Eddystone unit 1 is the first phase of a two-phase project.   Following the successful
line-out of this system with operation at 90% or more availability,  it will be
incorporated into the design for the complete sulfur dioxide removal on Eddystone
Unit 1, and particulate and sulfur dioxide removal on Eddystone unit 2 and one or
two units at our Cromby station.
                                       744

-------
                                   Table 1
                     EDDYSTONE GENERATING STATION UNIT 1
               PARTICULATE AND S02 SCRUBBER DESIGN PARAMETERS
    Parameter

Gas Flow, acfm - inlet
               - outlet

Circulating liquor, gpm

L/G, gpm/1000 acfm outlet

PH

  , in H20
Particulate
 Scrubber

  321,000
  268,000

    1,300

     4.85

  2.8-3.1

   10-12
 S02  Scrubber

   268,000
   276,000

    13,384

      48.5

   5.8-6.8

  10  Total
(5 per stage)
Reaction tank residence time
        - recirculation, min
        - blowdown, hr

Particulate, a Ib/hr - in
                     - out

S02 removal, %
        3
     0.55

      200
       30
       4.5
      11.0
        30
        30 max

        90 min
a - Wet scrubber is preceded by mechanical and electrostatic particulate
         collectors
                                        745

-------
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         FIGURE 2. SO.  SCRUBBER UNIT  DETAIL
                                747

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-------
              THE SHELL  FGD PROCESS
 PILOT  PLANT  EXPERIENCE  AT  TAMPA  ELECTRIC
     Allen D. Arneson, Frans M. Nooy, and Jack B. Pohlenz
                     UOP Process Division
                           UOP Inc.
                      Des Plaines, Illinois
ABSTRACT

    The SFGD process was developed by Shell Internationale Petroleum
Maatschappij B.V. (SIPM) (The Hague, Netherlands) for refinery applica-
tions to control SOX emissions from oil-fired process heaters and boilers;
the first commercial application is a 40-MW unit in a Japanese refinery.
Preliminary experiments with flue gas from coal were carried out at the
Galileistraat Station of Rotterdam  GEB and gave an indication that the
process could be applied to the combustion products of coal as well as
fuel oil. A small-scale unit  (0.6 MW) was designed, constructed, and
placed  into  operation by UOP in 1974 at Tampa Electric Company's
(TECO) Big Bend Station  to  determine system  performance in the
presence  of coal-derived  flyash.  This  paper  details the 2 years  of
operating  experience  with this unit.  Also included are energy
requirements, process economics,  and a summary of the developmental
status with  regard to SOX reduction, NOX  reduction, and simultaneous
NOX-SOX reduction.
                              752

-------
                         THE SHELL FGD PROCESS
               PILOT PLANT EXPERIENCE AT TAMPA ELECTRIC

                                  by

          Allen D.  Arneson, Frans M. Nooy and Jack B.  Pohlenz
                         UOP Process Division
                               UOP Inc.
                         Des Plaines, Illinois
                             INTRODUCTION



Pevelopment Cons i deratio_ns

     In 1962 Shell Internationale Petroleum Maatschappij (SIPM)  initiated

a development program to remove S02 from flue gas containing, besides

the usual products of combustion, oxygen and particulate matter.   The

purpose was to treat flue gas from the combustion of refining residues

that are difficult and costly to desulfurize.  It was the objective of

the development activity that the process utilize a dry, selective

adsorbent in order to avoid the complications often characteristic of

"wet" systems and require only a modest fraction of the energy transferred

in the combustion system being serviced.

     It was found that cupric oxide supported on alumina which is stabilized

against sulfate formation has outstanding properties for such an  application.

CuO reacts readily with S02 and oxygen at 400°C to yield CuS04 which

then can be reduced at the same temperature to yield the sulfur as S02

(Figure 1), thus permitting a substantially isothermal  reduction-oxidation

cycle, each step of which is exothermic.

     Effective exposure of the acceptor material  to the flue gas  can be
                                    753

-------
achieved with conventional reactor designs employing moving packed
beds, fixed packed beds, or fluid systems.  Reactor designs with moving
solids have the advantage of providing continuous processing but have
the disadvantage of solids attrition, particulate matter separation, and
relatively complex solids-handling operations.   A fixed, packed bed,
however, is not applicable in its usual form since pressure drop would
be excessive, and plugging with flyash would be unavoidable.  A new
fixed-bed reactor design was developed in which the flue gas flows
through open channels alongside and in contact with the acceptor material
(Figure 2).  With this parallel passage design, pressure drop is low,
soot and flyash pass through the channels without plugging the bed, and
the CuO is effectively presented to the S02 in such a manner that capture
is completed in less than one-half second.
     The choice of a fixed-bed reactor results in a cyclic process.
When the acceptor becomes loaded with S02 to the extent that the limiting
efficiency is reached, the flue gas flow  is directed to another reactor
and the reactor containing the spent acceptor is isolated from the flue
gas system, purged, and a hydrogen-containing gas is introduced to
reduce the copper sulfate.  After regeneration the reactor is purged
again and  is then ready for another acceptance step.  Thus, four separate
steps can  be recognized in the process cycle:  oxidation/acceptance,
purge, regeneration, and  purge.
                                    754

-------
Application to Oil-fired Systems
     Extensive bench-scale testing defined reaction mechanism,  kinetics,
and acceptor performance and provided the information required  for the
design of a pilot plant erected in 1967 in the Shell Refinery at Pernis,
near Rotterdam.(''^'   The design of the unit was based on a kinetic
model of the parallel-passage reactor internals.  The concept of unit
cells -- modules containing the acceptor in the parallel-passage config-
uration -- was developed at this time.  The Pernis Plant treated 600-
1000 Nm3/h of flue gas withdrawn from the flue gas duct of a process
heater fired with heavy high sulfur residual fuel oil.  The stream of
concentrated S02 released on regeneration was not processed further but
returned to the flue gas system.
     By 1971, over 20,000 hours of operation had been logged on the
Pernis unit supported by an associated bench-scale program in the
Amsterdam laboratories.  Computerized calculation methods had been
developed that accurately described process performance; suitable flue
gas valves had been selected and their performance demonstrated;
construction methods had been developed for the unit cells; and com-
mercial acceptor had been produced and tested.
     A 40 MW (equivalent) system was started up in 1973 at the  Showa
Yokkaichi Sekiyu (SYS) Refinery in Japan.  This unit was designed to
remove 90% of the S02 from the flue gas of a refinery boiler fired with
heavy high sulfur fuel oil.  The Shell Flue Gas Desulfurization (SFGD)
section contains two reactors, each capable of processing the entire
125,000 Nm3/h of flue gas from the boiler and located in parallel with
                                    755

-------
the section of the ducting between the economizer and air preheater.  The


flue gas is supplied to the reactor section by a fan located in the


reactor inlet duct.  This configuration provides an open duct across


the SFGD section through which flue gas may either by-pass or recycle


depending upon the relative rates of flue gas produced and the fan


capacity.  Thus the turn down of the SFGD is from zero to rated boiler


load, and operationally the boiler and the SFGD system are separated.


The regeneration off-gas is cooled to condense water vapor and the


cyclic flow rate is dampened in an absorber-stripper to yield a con-


centrated SC>2 stream at essentially constant flow rate to an existing


Claus
Application to Coal-fired Systems'5'6'7'


     Flue gas from heavy oil-fired boilers normally contains 50-300

     o
mg/Nrrr of solid material.  Coal-fired boilers, however, produce off-gas


with solids contents that may be higher by a factor of 50 to 100.


Moreover, the solids compositions differ considerably, and components


are present that could affect the performance of the copper acceptor.


A two-step program on coal-fired systems was devised to demonstrate (a)


the ability of the cell design to operate in a stable manner with high


loadings of flyash, and (b) the chemical and physical stability of the


acceptor material.  As in the demonstration work on oil-fired systems,


it was considered necessary to work with flue gas generated in full-


scale combustion equipment.
                                  756

-------
     For the first phase a dummy parallel-passage reactor with no
provisions for carrying out the acceptance/regeneration cycle was
erected next to a coal-fired 57 MW Babcock and Wilcox utility boiler of
the "Galileistraat" Power Station of the Gemeente Energie Bedrijf,
Rotterdam, The Netherlands.  A slip-stream of flue gas was isokinetically
withdrawn from the main duct upstream of the air preheater and the
precipitator and passed through a parallel-passage reactor.   These
preliminary tests yielded encouraging results.  The reactor appeared
                                           o
unaffected by flyash loadings up to 20 g/Nm  and laboratory tests on the
acceptor after some 700 hours in flue gas without regeneration showed no
loss in activity.
     In 1972 a series of meetings took place between representatives of
Tampa Electric Company (TECO), Shell and UOP to examine the possibility
of TECO participating as a host for an experimental SFGD program.  The
SFGD process offers several attractive features for application to
TECO's operations:  water requirements are negligible compared to wet
scrubbing; there are no waste disposal problems; and the recovered
sulfur could be used by the local phosphate industry.  Furthermore,
since the experimental unit was to be without shelter, it was advantageous
to select a site where the seasonal weather would be favorable.  An
agreement was completed between TECO and UOP to cover an experimental
program at TECO's Big Bend Station located in North Ruskin,  Florida.
This agreement was consistent with TECO's policy of commitment to assist
in the development of FGD process technology and provided UOP with a
                                   757

-------
cooperative host site at a large, modern utility station firing a common
bituminous coal (Western Kentucky).

                           TECO PILOT PROGRAM

Design Considerations
     To keep the scale small, the design purposely excluded equipment or
processing steps that were commercially available and used the simplest
reactor design which permits accurate extrapolation of results to full-
scale.  This decision simplified the plant to the SFGD reactor section
only and deleted production of fuel  gas for regeneration, flow-smoothing,
and work-up (Claus) sections used in a full-scale application.
     Considerable effort was made to produce a reactor design that would
yield useful information with reasonable expense and time.  Critical to
this plan was  the concept of the unit cell and the single cell stack.
In the parallel-passage reactor, flue gas is caused to flow through open
channels alongside the acceptor, and contact between the SOX and the CuO
is obtained by radial diffusion of the SOX.  This principle has been
reduced to practice in modules or cells each of which contains alternating
parallel sections of open gas channels and baskets filled with acceptor.
Each cell is approximately 0.5 meter square and 1 meter high.  Thus, the
cross section  of each cell determines its flue gas processing capacity
(ca. 0.6 MW) and its length determines the capacity for sulfur removal
(50 g mol of sulfur).  In the usual  application a reasonable balance
between regeneration frequency and capital cost results in a reactor
containing 4 or 5 cells in a single stack and with the appropriate
                                   758

-------
number of stacks in parallel to provide the desired flue gas handling
capacity per reactor.  In such a reactor, each cell stack operates in
exactly the same manner as every other -- adiabatically and independently.
Thus, an experimental unit need contain only one cell  stack in an
adiabatic reactor to exactly reproduce full-scale operation, and by
using commercial acceptor and cells the resulting performance information
is directly usable in predicting full-scale operation.
     The next consideration was directed toward the number of reactors
required.  The regeneration reaction occurs rapidly and provides a means
of synchronizing the cycles of the reactors so that flue gas can be
treated at a continuous, constant rate.  Before and after regeneration,
each reactor is purged with steam.  Each reactor is taken from service
and returned to service by closing and opening valves  located at reactor
inlet and outlet.  Total elapsed time for valve and purge operation is
six minutes per cycle.  The minimum time for regeneration is 15 minutes.
Thus, a 2-reactor design requires a minimum acceptance time of 21 minutes
per reactor, each reactor experiencing the same cycle  (Figure 3).  Each
reactor is in useful service 21/42 or 50% of the time.  A design to
yield a minimum annual charge may use 3 reactors in acceptance and one
in regeneration (Figure 4) and useful service increases to 63/84 or 75%
of the time.
     Irrespective of the number of reactors employed,  each operates with
exactly the same cycle and completely independently of others, and in
each reactor each cell stack experiences the exact same cycle as all
others.  Therefore, an experimental unit need contain  but one cell stack
                                   759

-------
in only one reactor designed for adiabatic operation.








Final Pilot Unit Design



     A process flow diagram of the TECO pilot unit is  shown  in  Figure 5.



Gas can be withdrawn from the flue gas ducts  of either Big Bend unit No.



1 or No. 2.  Propane burners are installed in long runs of gas  ducting



to compensate for heat losses.  The untreated gas  is  raised  to  reactor



inlet temperature by heat exchange against treated gas followed by a



trim burner on temperature control.  The exchanger is  a small  Ljungstrom



with fans located so that leakage is from treated  to  untreated  gas.



This exchanger can be by-passed if desired.



     The gas rate is controlled approximately by louvers on  the suction



of the first of two series fans.  The gas flow to  reactor inlet is



provided fine control by throttling the gas which  by-passes  the reactor



with a flapper valve.  During acceptor regeneration,  the entire gas  flow



is by-passed.  The two fans are fitted in series so that either or both



can be operated, depending on the pressure drop over  the entire gas



circuit, including inlet and outlet ducts.  Because the gas  rate is



small, and with pressure increase related to impeller tip velocity,  the



resulting rpm of the fans is relatively high (3600 rpm) for  this service.



During regeneration the reactor is isolated from flue gas by means of



flapper valves of the same design as used in the SYS  unit.  The  reactor



internals (cells and acceptor) are the same as used in the  SYS  unit.



The operation of the pilot unit was controlled by  a solid state electronic



sequencer similar to that used at SYS and provides automatic operation.
                                   760

-------
     The unit was constructed in Chicago, mounted on skids, and after



pressure testing, moved by truck to Tampa and reassembled on site.



Lines were connected and the plant was ready for startup in mid-1974.



     The pilot unit was operated for approximately 2 years, during which



six runs were made and over 13,000 acceptance and regeneration cycles



were performed using the same acceptor loading.   A summary of operating



conditions for each run is presented in Table 1.








Experimental Operation



     The program initiated at the start of Run 1 was based on the



premise that the operation was principally one of demonstration and that



few tests would be performed other than to establish acceptor stability



with the accumulation of on-stream time.   The operating staff assigned



to the unit was assembled from the Service Department of the UOP Process



Division.  In the course of the next few months, after mechanical



problems had been resolved, it became clear that the unit was not



performing as predicted and that procedures more common to a R&D pilot



plant would be required to provide solutions.  During this period,  for



example, specific experiments were required to establish that the seals



between cells in the stack were leaking and a portion of the reactor



feed was by-passing.   The unit was easy to operate,  aided by the automatic



sequencer, and reliability was good.



     At the end of Run 1, operating control of the unit was transferred



to the Experimental  Development (Pilot Plant) Department of the Division
                                   761

-------
and the program adjusted to provide continuous and detailed monitoring
of the operation.  The cells were removed and cleaned, the acceptor
screened from flyash and reloaded.   Samples of the used acceptor were
tested in the laboratory for activity.   Modifications were made to the
seals between cells to prevent gas  by-passing and minor mechanical
modifications were made to the reactor to simplify procedures for
periodically checking seal integrity.
     The start-up of Run 2 was made on an air-SOg mixture with a completely
clean system to establish base conditions against which subsequent
performance could be compared (Table 1).  This turn around procedure and
plant calibration was employed at the beginning of each of the rest of
the runs.  At regular intervals during the entire program (Runs 2 through
6) base operating conditions were re-established (See Table 1) to follow
performance as cycles accumulated.

Process Variable Tests
     During the balance of the pilot plant operation process variable
tests were made, when convenient to do so, to determine the effects on
desulfurization and regeneration performance.  It was found that, on the
basis of constant acceptance time and constant SOX concentration,
desulfurization efficiency was increased by decreasing the flue gas flow
and by increasing the inlet temperature.  For a given acceptor loading
of sulfur it was found that the instantaneous desulfurization rate is
not dependent on inlet S02 concentration, i.e., the acceptance appears
to be first order with respect to S02 concentration.  This information
                                   762

-------
obtained from process variable studies was incorporated into the computer
model used to predict acceptance curves showing the relation between the
fraction of the inlet SC>2 that exits with the treated flue gas and
acceptance time.  The effects of temperature, channel velocity, and
inlet SO? concentration are shown for the pilot unit in Figures 6, 7 and
8.

Performance of Parallei-Passage Reactor
     In Run 2 (and subsequently in Runs 4 and 5) it was observed that
the desulfurization efficiency declined, rapidly at first (down ^7%
in 250 cycles), followed by a slower decay rate and accompanied by a
decrease of pressure drop across the reactor (Figures 9 and 10).  During
the turn around following Run 2, careful inspection of the cells disclosed
that the decrease in desulfurization and pressure drop was related to a
type of fouling with flyash which tends to smooth the sides of the gas
channels.  Reduction of surface roughness will  decrease the pressure
drop, reduce the turbulence in the gas channels, and reduce the radial
diffusion rate of S02-
     The experimental program was consequently modified to study this
fouling mechansim.  In Runs 3, 4 and 5, flyash loading, channel velocity,
and flue gas temperature were investigated in that order to determine
what effect each might have on this reactor fouling as measured by
change in pressure drop.   The precipitator on Unit No. 2 is more efficient
than that of Unit No. 1 and flyash loadings downstream of this unit are
lower than those downstream of the precipitator on Unit No. 1.  During
                                  763

-------
Run 3 no significant decrease of efficiency was experienced.   Because of
an unscheduled outage of No.  2 boiler, Run 3 was terminated and the SFGD
plant was shut down and prepared for Run 4.  In Run 4 flue gas was
available again from the No.  1 boiler, and the effect of increasing the
gas rate was determined.  Although initially the rate of efficiency loss
was lower, after some 800 cycles efficiencies were again at levels
experienced in Run 2.
     Run 5 was made with increased flue gas temperatures on the consideration
that fouling could be related to acid condensation on flyash particles.
When it became apparent that the modest temperature increase possible in
the flue gas ducting was having little or no effect, other tests were
carried out designed to either arrest the fouling rate or to clean the
reactor internals during normal operation.  As a part of this program,
probes were developed to give an indication of the effect of flyash on
reactor performance.  These experiments showed that the flyash deposition
rate decreased as the flyash loading increased and that a fouled reactor
could be cleaned while on stream.  This effect was confirmed by operating
through several consecutive periods in which the flyash was permitted to
accummulate in the reactor as indicated by a decrease in pressure drop
and desulfurization followed by on-line cleaning which restored the
pressure drop and desulfurization performance to that of start of run.
After such a cycle, the run was terminated.  Visual inspection confirmed
that the internals were clean.
                                  764

-------
     To further demonstrate this solids loading effect, Run 6 was


carried out on flue gas taken upstream of the precipitator.  While


several operating variable studies were made in this  Run,  there was  no


decline in efficiency or pressure drop at base conditions  over a period


of three months and 2200 cycles.  It should be noted  that  during part of


Run 6, the flyash loading was well above normal when  particulate matter


collected in the precipitator was on total  recycle to the  boiler,


resulting in concentrations of 10 grains/SCF (25 g/Nm3), and higher


during soot blowing.   After completion of Run 6, inspection again


revealed that the reactor internals were clean.





TECOJ^rogram Summary


     After two years  of operation, it has been established that:


     o    The commercial  acceptor manufactured by Ketjen*  has been


          demonstrated to be catalytically  and physically  stable —


          90% desulfurization across a 4-meter bed of acceptor at


          volumetric  space velocities of 5,000/h after 13,000 redox


          cycles.



     o    The reactor design has given stable performance  with high


          loadings of flyash; flue gas was  processed  from  the TECO duct


          upstream of electrostatic precipitators with flyash loadings


          of 10 grains/SCF (25 g/Nm3).   Pressure drop across the  reactor


          and desulfurization performance were unaffected.   Techniques


          were developed  to clean fouled internals in situ and during


          operation.
                                  765
 *AZKO  Chemical, Amsterdam

-------
     o     The  metal  oxides  in  the flyash do not participate  in the


          redox  cycle but act  as non-interfering  inerts.  Halogen and/or


          halogen  acids  have no effect.




     o     The  mechanical performance  of the system was  excellent,


          indicating that the  reliability  of  a full-scale design can  be


          high.  Sequence controller,  862  analyzers,  reactor metallurgy,


          and  Adams  flapper valves  have demonstrated  very good per-


          formance.





                        COMMERCIAL  SIZE DESIGN




     In the design of a  full-scale  unit,  processing  flue gas upstream of


the air preheater  (Figure  11)  will  have the advantage that  any sensible


heat produced  in the process  is  recoverable,  and  the  need for reheat  of

                                                  (7  &}
the flue gas to  process  temperature is eliminated.   '   Since it  is  not


necessary to have  flyash removal  upstream  of  the  SFGD unit,  the  flue  gas


circuit can still  use a  less  expensive cold precipitator.   The open,


full-line size by-pass  around  the  SFGD unit makes operation of boiler


system and desulfurization  system  completely  independent of each other.





Support Units


     For a self-contained  SFGD system, such as  for a  utility application,


three additional units  are  required:


          Flow Smoothing Section

          S02  Workup Section


          Regeneration  Gas  Supply Section



                                   766

-------
     Since the process is cyclic, the sulfur dioxide will, during
regeneration, be released at an intermittent rate, and it will  be diluted
with steam.  The regeneration off-gas is first cooled and the dilution
steam is condensed, raising the SOo content from 10 vol-% to 80 vol-%.
Then the concentrated S02 is compressed into a gas holding vessel, from
which it is released to a workup section on flow control.  The workup
section may consist of a modified Glaus unit to produce elemental
sulfur, a fractionation unit to produce liquid S02> or a sulfuric acid
plant.  Elemental sulfur is the usual popular choice but not necessarily
the economic one.
     Regeneration of the spent acceptor can be effected with F^, CO and
light hydrocarbons, with the reactivity decreasing in that order.  The
final form of the reductant is H20 and C02-  In most cases operating
costs can be lowered by taking advantage of the higher reactivity of
hydrogen, and consequently CO is shifted and hydrocarbons steam-reformed
to hydrogen.  Any fuel can be used to produce H2/CO mixtures so the
choice of fuel and method is normally one of economics, with the
principal costs being those of the fuel used and capital recovery on the
equipment.
     A study of fuel requirements per unit of H2/CO produced shows that
it is the same for steam reforming of straight-run naphtha (desulfurized
but unrefined gasoline) and light hydrocarbons (CH4, LPG, light straight
run).  This value is 450 Btu/SCF of H2/CO which includes both process
feed and fuel.  Partial oxidation of heavy refining fractions (the fuel
oils) has the same thermal  requirement as steam reforming.  For gasification
                                  767

-------
of fuel  oil, coke and coal, the thermal  requirement increases  to 500-550



Btu/SCF.



     Although fuel costs (expressed as $/Btu)  are lowest for coal,



capital  requirements are higher.   As applied against the requirements of



the SFGD process, the economic choice is steam reforming of hydrocarbons,



e.g., natural gas condensate and light straight run naphthas,  both  of



which are used extensively as feedstocks to prepare ethylene,  propylene,



and synthesis gas due to low octane properties.  The availability of



such stocks is good.  For example, to remove SOX from flue gas equivalent



to 1% S in the coal, the SFGD requirements for naphtha are 1/2 B/D  per



MW and the amount doubles if the SO;? is converted to elemental sulfur;



thus the requirement for 500 MW, 3.5% sulfur coal, 90% desulfurization



to sulfur is 1600 B/D.  At present more than 300,000 B/D of naphtha is



being converted solely to pipeline methane.








                               ECONOMICS





     Estimated capital and operating costs plus utilities and fuel



requirements have been prepared for 90% desulfurization of the flue gas



from a 500 MW boiler fired with coal.  The sensitivity to sulfur content



is shown with three sulfur levels of 3.5, 2.5 and 0.8%.  The study basis



for all cases is  patterned after that used by TVA* and is described in



Table 2.  Also shown in Table 2 is a tabulation of economic factors



assumed for  the study.  In Table 3 are given the chemical and utility
*EPA 600/2-75-006




                                   768

-------
requirements for each case and section by section.  Calculation of heat



credits and debits to the process is documented in  the Appendix.



     Table 4 presents the estimated capital  and annual costs.  Capital



charge in $/kW, total operating cost in 
-------
4.   Simultaneous reduction of SOX and NOX was begun at SYS in



     1975.^  '   Reduction of NOX on coal-derived flue gas has yet to



     be demonstrated.
                               770

-------
                             BIBLIOGRAPHY
1.   Dautzenberg, F. M., Naber, J. E., van Ginneken, A.  J.  J., "The
     Shell Flue Gas Desulfurization Process" AIChE, 68th Annual  Meeting,
     Feb. 28-March 4, 1971.

2.   Dautzenberg, F. M., Naber, J.E., van Ginneken, A.  J.  J.,  "Shell's
     Flue Gas Desulfurization Process" Chemical  Engineering Progress,
     67^ Aug. 1971, pp 86-91.

3.   Conser, R. E., Anderson, R.  F., "New Tool  Combats  SC>2  Emissions"
     Oil & Gas J., Oct.  29, 1973.

4.   Ploeg, J. E. G., Akagi, E.,  Kishi, K.,  "Shell's Flue Gas  Desulfurization
     Unit at Showa Yokkaichi Sekiyu K.K." Petroleum International,  14,
     4 (1974).

5.   Groenendaal, W., Naber, J. E., Pohlenz, J.  B., "The Shell Flue  Gas
     Desulfurization Process - Demonstration on  Oil- and Coal-Fired
     Boilers", AIChE National Meeting, March 10-13, 1974.
6.   Pohlenz, J.  B., "The Shell  Flue Gas Desulfurization Process",
     EPA Symp.  on Hue Gas Desulfurization,  Nov.,  1974.

7.   Vicari, F.  A., Pohlenz, J.  B.,  "Energy  Requirements for Shell
     FGD Process" EPA Symp.  on Flue  Gas Desulfurization, March 8-11,
     1976.

8.   Pohlenz, J.  B., "The SFGD Process", 3rd Annual  International  Conf.
     on Coal Gasification and Liquefaction,  Pittsburgh,  PA,  August  3-5,
     1976.

9.   Nooy,  F. M., Pohlenz, J. B., "Nitrogen  Oxides  Reduction with  the
     Shell  Flue Gas Desulfurization  Process" Pacific Chemical  Engineering
     Congress,  August, 1977
                                     771

-------
                           TABLE 1
     SUMMARY OF BASE OPERATING
    CONDITIONS ON  THE SFGD  PILOT
                  PLANT  AT TECO

RUN NO.                1234         56
DURATION, MONTHS      5    21/2    11/2      2         53
CYCLES               2488   1520  1292     1412     4328   2210
CUMULATIVE CYCLES     2488   4008  5300     6712     11040  13250
 LOW RATE, SCFM       1090   1090  1090   1090/1420   1090   1090
ACC. TIME, MIN.          20     20     20       20       20     20
REG. TIME, MIN.          20     20     20       20       20     20
FLUE GAS SOURCE*       112       1         13
EFF. SOR                      92     95       95       95     93
EFF. EOR                      82     95       80       92     93

   * 1: BOILER NO. 1 DOWNSTREAM OF ESP
    2: BOILER NO. 2 DOWNSTREAM OF ESP
    3: BOILER NO. 2 UPSTREAM OF ESP                          UOP IR.I 14
                               772

-------
                          TABLE 2
    ECONOMICS OF SFGD  SYSTEM
                          BASIS
INCORPORATED UNITS:
POWER PLANT SIZE
FUEL
  S-CONTEIMT, WT-%
   CASE 1
   CASE 2
   CASE 3
HHV
HEAT RATE
EXCESS AIR
AIR PREHEATEAR LEAKAGE


FLUE GAS RATE
  SO2 CONTENT, ppmv
   CASE 1
   CASE 2
   CASE 3
STEAM-NAPHTHA REFORMER
SFGD REACTOR SECTION
COMPRESSOR/GASHOLDER FLOW
 SMOOTH SECTION
MODIFIED CLAUS UNIT

      500 MW
      COAL
      3.5
      2.5
      0.8
      10,500 Btu/lb
      9,000 Btu/kWh
      20%
      13%
      1,582,000 IMm3/h (983,000 SCFM)

      2,580
      1,850
      590
MID-1977, GULF COAST LOCATION
LOAD FACTOR
CAPITAL CHARGES
COST OF:
  NAPHTHA
  STEAM (40 psi, SAT.)
  ELECTRICITY
  LABOR
  HEAT CREDITS
  SULFUR
      7,000 h/a
      15%/a

      $0.35/gal
      $1.50/M Ib
      $0.018/kWh
      $10.00/h
      $2.50/MMBtu
      $45.00/ton
                              773

-------
                             TABLE 3
       ECONOMICS OF SFGD  SYSTEM
         ESTIMATED CHEMICALS AND UTILITY
                      REQUIREMENTS
                                  FLOW    MOD.
                          SFGD   SMOOTH  CLAUS  REFORMER
CASE1                  SECTION  SECTION SECTION   SECTION   TOTAL
ELECTRICITY       ,kw      5,770     850     115       480    7215
STEAM**         ,kmoi/h    1,820     -380*   -740*     -600*    100
NAPHTHA***       ,Gcal/h                               90.92   90.92
HEAT CREDITS****  ,Gcal/h                                       42.53
S° PRODUCED      ,kg/h                       5250              5250

CASE 2
ELECTRICITY       ,kw      5,800     570      82       330    6782
STEAM**         ,kmoi/h    1,300     -270*   -530*     -415*     85
NAPHTHA***       ,Gcal/h                               62.75   62.75
HEAT CREDITS****  ,Gcal/h                                       32.48
S° PRODUCED      ,kg/h                       3760              3760

CASES
ELECTRICITY       ,kw       5,120     180       30       110    5440
STEAM**          ,kmol/h      480      -95*    -170*     -140*     75
NAPHTHA***       ,Gcal/h                               21.01   21.01
HEAT CREDITS****  ,Gcal/h                                       18.46
S° PRODUCED      ,kg/h                        1200              1200
  * PRODUCED
  ** 40 psig, SATURATED
 *** 5.175 MM Btu/Bbl  PRODUCES 11,500 SCF HYDROGEN/Bbl
**** SEE APPENDIX                                             UOP 153 ie
                                 774

-------
                          TABLE 4
    ECONOMICS OF SFGD  SYSTEM
  ESTIMATED CAPITAL AND OPERATING COST
EEC. (MM$)
SFGD REACTOR SECTION
COMPRESSOR/GASHOLDER
MODIFIED CLAUS
STEAM-NAPHTHA REFORMER

ESTIMATED ANNUAL REVENUE
 REQUIREMENTS (M$/a)
CAPITAL CHARGES
MAINTENANCE
LABOR
ACCEPTOR
ELECTRICITY
STEAM
NAPHTHA
HEAT CREDITS
SULFUR CREDITS
CASE 1
28.95
7.82
2.76
8.81
7251
967
123
1479
909
42
7174
-2977
-1570
CASE 2
28.53
6.10
2.26
7.14
6604
881
123
1053
855
35
4951
-2273
-1126
CASE 3
22.94
2.65
1.14
4.17
4634
618
123
411
685
31
1658
-1292
-359
CAPITAL COAST, OPERATING COST,
 ENERGY REQUIREMENT
CAPITAL COST, $/kW
OPERATING COST, C/kWh
ENERGY REQUIREMENT, Btu/kWh *
* DEFINED AS THE SUM OF:
  ELECTRICITY AT   9000 Btu/kWh
  STEAM AT       40000 Btu/kmol
  NAPHTHA AT     4 Btu/kcal
  HEAT CREDITS AT 4 Btu/kcal
  97      88      62
0.38    0.32     0.19
525     371     124
                                                      UOP 163-17
                               775

-------
                  FIGURE 1
BASIC CHEMISTRY  OF THE
         Cu
                    1/2 02
                OXIDATION
CuO
                                    a SO2
                                   1/2 a O2
                  (1 -a) CuO
    REGEN. OFF-GAS: aSO2 + ( a + 1) H2O
                                        UOP 163?
                      7/6

-------
                       FIGURE 2
THE PARALLEL PASSAGE  REACTOR
                 REGEIM.GAS
                            PURGE OFF-GAS
                                       TREATED
                                       FLUE GAS
                             ll/
                                      FLUE GAS
             REGEN. OFF-GAS
                            PURGE STEAM
                                                  HOP 163 3
                            777

-------
                            FIGURE 3

TYPICAL  OPERATING  MODE  SEQUENCE

   IN A TWO-REACTOR SFGD  SYSTEM
Rx 1
Rx 2
     LU
        •REGEN':: :§
                            U
                                         ;ACCEPT
                                                   LU
        ACCEPTS
       >''x^>'>
   X>< ACCEPT
               20
 40


1 CYCLE
    60          80



-» OPERATING TIME
100 MIIM.
                                                            UOP 1634
                                778

-------
                         FIGURE 4
TYPICAL  OPERATING MODE SEQUENCE
  IN  A FOUR-REACTOR SFGD  SYSTEM
Rx1
Rx2
Rx3
Rx4
                                             0.1

             20
40
60
80
                                          1 CYCLE
                             -»• OPERATING TIME
100 MIN.
                                                     UOP 1635
                             779

-------
                                    FIGURE 5

   FLOW  DIAGRAM OF  SFGD PILOT  PLANT AT TECO
                                                                        VENT TO
                                                                   "T  STACK
                                                      OUTLET
                                                    SAMPLE TAP
    FLUE
    GAS
  SUPPLY
   STEAM
 INLINE
BURNER
*
^H
k.

	

«•
LJUNGSTROM
FANS
CT

                           EXCHANGER
                                                                      REGENERATION
                                                                        OFF GAS
                                                                       SAMPLE TAP
                                      ELECTRIC
                                     SUPERHEATER
HYDROGEN
                                                                        VENT
                                         780

-------
                      FIGURE 6

 INFLUENCE OF  INLET TEMPERATURE

  ON DESULFURIZATION EFFICIENCY
RE   = 2000

(SO2) = 2500 ppmv

BED:  4m
                      T = 375°C
                           I
                      T = 400"C
                           I
                      T = 425°C
o
UJ
§ 425
K
<
g 400
0.
S 375
t-
t




/
/
---/-
/
/



\
\
\
-.. 	 __.4 	


.
40 50 60 MIN.
ACCEPTANCE TIME FOR
* 90% DESULFURIZATION
                                                   I
10
20
       30
             40
                               50     60

                            ACCEPTANCE TIME
70
                                              80 MIN.
                          781

-------
                           FIGURE 7
INFLUENCE OF  INLET SC>2 — CONCENTRATION
       ON DESULFURIZATION  EFFICIENCY
      T =400°C
      RE = 2000
      BED: 4 m
                                                   60    80 WIN.
                                                  ACCEPTANCE TIME FOR
                                                  90% DESULFURIZATION
                20
30
40
   50     60
ACCEPTANCE TIME
70
80 MIN.
                                782

-------
                              FIGURE 8

    INFLUENCE OF SPACE VELOCITY (RE NO.)

         ON DESULFURIZATION EFFICIENCY
z
o
c

u.
_J

tfi
ui
Q
g
      T   = 400"C

      (S02> = 2500 ppmv

      BED:  4m
                                                      40     80 WIN.

                                                     ACCEPTANCE TIME FOR

                                                     90% DESULFURIZATION
           10
20
30
 40      50     60

	> ACCEPTANCE TIME
80 MIN.
                                 783

-------
                       FIGURE 9
SO2  REMOVAL EFFICIENCY vs.  CYCLES
                    FROM SOR
          200    400
600    800   1000   1200   1400    1600
    CYCLES
                           784

-------
                     FIGURE 10
SO2 REMOVAL EFFICIENCY AND PRESSURE
   DROP ACROSS REACTOR  IN RUN 4 vs.
             CYCLES FROM SOR
                                          1600
                        785

-------
                     FIGURE 11
SCHEMATIC FLUE  GAS FLOW  DIAGRAM
  OF BOILER SYSTEM WITH FLUE GAS
           TREATING (SFGD, ESP)
PULVERIZED
  COAL
                                   I.D. FAN
              F.D. FAN
STACK
                                             UOP 163-13
                        786

-------
                              APPENDIX
                      HEAT CREDITS AND DEBITS
     When the SFGD system is properly incorporated in the total boiler/




furnace design, and is so positioned that process flue gas is drawn from




and returned to the flue gas ducting between the economizer and the air




preheater, sensible heat produced in the SFGD process is recoverable.




Any heat released to the flue gas and purge gas can be recovered in the




air preheater, and heat released to the regeneration gas is recovered




partly in the waste heat boiler of the flow smooth section.  In the




table below a listing of the credits and debits is given for the SFGD




system for Case 1.  These credits and debits are described and calculated




in the subsequent pages.
CREDITS




                                                   Gcal/h




          Dewpoint suppression                      10.64




          Fan compression                            3.72




          Reaction heat:  Cu    	*• CuO             6.88




                          CuO   	*- CuS04          12.23




                          CuS04 	*~ Cu              0.91




                          CuO   	*• Cu              0.42





          Purged gas combustion                      0.81




          Vented gas combustion                     10.92




          Slipped gas combustion                     0.00*



                                  787

-------
DEBITS
     Steam superheat                                -4.00



          Total                                     42.53
*  For the example case the slipped gas combustion credit is not


   calculated separately.  See item in Section 6.  The slipped gas


   credit is incorporated as a reduced fuel gas requirement for the


   modified Glaus workup unit.
1.   Dewpoint Suppression



     In the process not only the SC>2 concentration decreases but also


the 503 content of the flue gas.  The dewpoint of the flue gas is


determined by this SO^ concentration, and is therefore decreased by


the SFGD process.  Good energy management prescribes that the flue gas


be rejected at temperatures close to the dewpoint.  After desulfurization


in the SFGD process the flue gas temperature at the air-preheater exit


can be lower, and the process can be credited for the extra heat taken


from the flue gas.



     In Case 1 the flue gas flow is \1, 582, 000 Nm3/h, with a specific
                            i        1

heat of 0.327 kcal/Nm3/°C.  The 803 concentration drops from 77 ppmv

               I             :
before desulfurization to 8 ppmv after desulfurization, and the dewpoint


decreases, therefore, from 152°C to 131. 5°C.  The credit to the process


is, therefore, 10.64 Gcal/h.
                                   788

-------
2.   Fan Compression






     The adiabatic heat of compression, resulting from work done by the




process flue gas blower on the flue gas, will result in a flue gas




temperature increase.  This sensible heat is, therefore, recoverable




in the air preheater.






     The blower efficiency is about 75%, and the power to the blower




motor needs to be 5,770 kW.  With a conversion factor of 860.5 kcal/kWh




the credit to the process will be 3.72 Gcal/h.
3.   Reaction Heat







     The heats of reaction released during acceptance will result in




flue gas temperature increases, and this heat is, therefore, recoverable




in the air preheater.   The heat of regeneration reaction will be released




to the regeneration gas, resulting in a temperature increase of the




regeneration off-gas.   It is normal to design such that the regeneration




off-gas leaves the reactors at 400°C, and this means that less heat is




required to superheat  the dilution steam to regeneration gas inlet




temperature.  This heat of regeneration reaction should, therefore, be




subtracted from the superheat requirements, but for ease of calculations




it is listed as a separate item in the following description of each




reaction.
                                 789

-------
3.1. Oxidation (at beginning of acceptance)
               Cu + 1/2 02  40°°C> CuO + 37,340 kcal/kmol Cu
     The amount of sulfur dioxide removed from the flue gas is 164.0




kmol/h, and the loading at end of acceptance is 0.89.  The total copper




reacting in the oxidation reaction is (164.0/0.89=) 184.3 kmol/h.  The




heat released by this reaction, and the credit to the process is 6.88




Gcal/h.
3.2. Sulfation (acceptance)






          CuO + 1/2 02 + S02  ^""'^> CuS04 + 74,600 kcal/kmol CuO






     The amount of sulfur dioxide removed from the flue gas, and the




amount of CuO reacting with it is 164.0 kmol/h.  The credit to the




process is, therefore, 12.23 Gcal/h.











3.3. Reduction (regeneration)






          CuS04 + 2H2  400°C> Cu + S02 + 21^0 + 5,560 kcal/kmol CuS04






     The amount of copper sulfate reacting equals the amount of sulfur




dioxide removed, and is 164.0 kmol/h.  The credit to the process is 0.91




Gcal/h.
                                  790

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3.4. Reduction of Copper Oxide (regeneration)






          CuO + H2 —°° C-» Cu + H20 + 20,880 kcal/kmol CuO






     The amount of copper oxide reduced during regeneration is the




difference between the copper oxidized (184.3 kmol/h) and sulfated




(164 kmol/h), and equals 20.3 kmol/h.  The credit to the process is 0.42




Gcal/h.
4.   Purged Gas Combustion






     At the end of regeneration, when the regeneration gas flow is




stopped, and purging of the reactor is started, the reactor is still




filled with regeneration gas.  This is purged into the flue gas going




to the other reactors, and any combustibles present in this gas will be




catalytically oxidized, releasing the heat of combustion to the flue




gas.   The result is an increased flue gas temperature, and the heat




is thus recoverable in the air preheater.






     In the example Case 1 the credit to the process is 0.81 Gcal/h.











5.   Vented Gas Combustion






     The cyclic process uses reducing (regeneration) gas intermittently.




If the design of the system is based on a continuous supply of reducing




gas,  this gas is diverted to burners during reactor purging (vented).
                                  791

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The process is debited for the continuous charge of reducing gas and




credited for the heat of combustion of the vented portion.






     For the gas produced in this system the heat of combustion is




68,015 kcal/kmol.  The gas vented to burners is 160.5 kmol/h and the




credit to the process is 10.92 Gcal/h.
6.   Slipped Gas Combustion






     Since hydrogen is much more reactive in the regeneration (reduction




of CuSO^) than CO and light hydrocarbons, it is assumed that only hydrogen




participates in the reaction and all other species "slip" or pass




through the bed unreacted, and end up in the off-gas from the flow




smoothing section.  Furthermore, some hydrogen will slip through at the




end of regeneration, when the reduction is completed.  In downstream S02




conversion units these combustibles can be used as reductant (modified




Glaus), or for heating and subsequent steam production.  Always the heat




of combustion can be recovered, and should, therefore, be credited to




the process.











7.   Steam Superheat






     The steam used for regeneration and purging is usually the most




inexpensive steam available.  The pressure requirement for the steam is




only about 40 psig, but the temperature needs to be about 400°C.  By




means of an indirect heat exchanger the steam superheat is extracted
                                  792

-------
from the flue gas and is debited against the process.  (Most of this




superheat is recovered from the regeneration off-gas in the waste heat




holler of the tlov snoot.h section.  There it appears as a steam credit).






     In the example case 1,820 kmol/h steam, 40 psig and saturated, has




to be heated to 400°C.  The enthalpy increase is 120 kcal/kg and the




debit to the process is 4.00 Gcal/h.
                                  793

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AMMONIA  SCRUBBING  PILOT  ACTIVITY  AT  CALVERT  CITY
             V. C. Quackenbush, J. R. Potek, and D. Agarwal
                              Catalytic, Inc.
                         Philadelphia, Pennsylvania
      ABSTRACT

         A 4,000-CFM wet ammonia scrubber was operated at Air Products
      and Chemicals' Calvert City, Kentucky manufacturing plant. The four-
      stage desulfurization unit was fed a flue gas slipstream from a 20-MW
      boiler firing approximately 2.3 percent sulfur coal. Byproduct  of the
      open-loop  system  (ammonia-sulfur  brine)  was  used  as fertilizer.
      Emphasis throughout the program was placed on engineering optimiza-
      tion.
         Catalytic's efforts  to identify and resolve problems,  particularly
      those involving paniculate emissions in the scrubbed gas, are sum-
      marized. Overall system performance, in terms of process chemistry,
      equipment operation,  instrumentation and  control, is discussed. An
      assessment of current status, including projected economics for a
      500-MW commercial installation, is also included.
                                    794

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              AMMONIA SCRUBBING PILOT ACTIVITY AT CALVERT CITY


INTRODUCTION

     During the first half of 1976, Catalytic operated a 4,000 CFM ammonia
scrubber at the Calvert City, Kentucky chemicals plant of Air Products and
Chemicals, Inc., its parent company.  This pilot-scale desulfurization system
was conceived as an Engineering Optimization Unit; self-contained and trans-
portable.  Its chief function was to generate reliable design data by scrubbing
representative flue gases containing sulfur dioxide.

     A 20-megawatt, coal-fired boiler at Calvert City was chosen as the gas source
for initial optimization studies.  A six-month program was devised to identify and
to solve problems associated with ammoniacal scrubbing in the fumeless mode.
Specific objectives of this program were:

         •  To apply the Air Products/Catalytic fumeless ammonia technology to an
            actual flue gas derived from coal combustion.

         •  To assess system viability in critical areas:
            - adaptability to boiler fluctuations
            - mechanical performance and reliability
            - materials of construction
            - maintenance requirements
            - instrumentation reliability

         •  To establish a viable process control philosophy

     The host boiler presented a particular challenge:  it was not equipped with
an electrostatic precipitator, and the flue gas contained more particulate matter
than would normally be present in a conventional utility operation.  While this
incumbent dust impeded Catalytic's attempts to conduct experiments related to
ammonia fume formation, it nonetheless helped to demonstrate process flexibility
in the presence of coal-derived fly-ash.  It also provided valuable operating
experience which would not have been gained had a  precipitator been installed.

     The skid-mounted pilot system contains the basic elements of the commercial
scrubber module we visualize:  a forced-draft blower, a low-energy venturi humidi-
fier, and a multistage ammoniacal absorption chamber.  (It is understood that a
commercial scrubbing system of this type would operate in series with an efficient
electrostatic precipitator.)  The pilot system did not include ammonia regeneration.
Spent ammoniacal scrubbing brine (an aqueous solution of ammonium sulfite, bisul-
fite and sulfate) was removed from the Calvert City site by an agricultural chemicals
dealer.  The brine was consumed locally as a direct-application fertilizer.

     Prior to the Calvert City program, Catalytic and Air Products had performed
extensive bench-scale testing of our ammonia technology.  Experience in the field,
however, had been limited to a brief series of runs at TVA's Colbert Station
pilot plant and consultation with operators of ammonia scrubbers.  Our greatest
concern was to gain practical experience; therefore, our optimization program
stressed applications rather than fundamental studies.
                                     795

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         This paper summarizes what was learned at Calvert City, largely in terms
of the major problems encountered and solved.  Instead of a dissertation on
ammonia scrubbing, we are attempting to provide a status summary of our ammonia
process, and hopefully, a useful guide to those involved in the vagaries of FGD
pilot plant design and operation.

BACKGROUND

     S02 absorption in aqueous ammoniacal solutions is neither new nor complex.
The concept was patented as early as 1883 ^) and fundamental vapor-liquid equir
librium data for the S02/ammonia/water system were documented before 1938.
At least one scrubber has been in service (?) for more than forty years; and
numerous others are currently in operation,  principally at sulfuric acid plants
and sulfite-based pulp mills.  In each existing application, ammonia scrubbing
was chosen because of its inherent reliability and the utility of its by-products.

     About five years ago, Air Products postulated an explanation for the char-
acteristic appearance of aerosols ("blue plumes") in flue gases contacted by
ammonia.  Laboratory studies (8) confirmed the theory and led to the establishment
of "fumeless" design criteria which were subsequently patented.(9)

     During April and May of 1973, Catalytic and Air Products participated with
TVA and EPA in a factorial series of experiments at TVA's Colbert Station pilot
plant.  During a run conducted in the fumeless mode, two plume readers certified
by EPA concurred that zero opacity had been achieved and maintained.  TVA later
reported(10) that "plume formation while producing a (spent scrubbing) liquor
with high salt concentration...can be controlled by proper operation of the
scrubber."

     In 1974, experimental flexibility in Air Products' laboratory was greatly
expanded by the installation of a four-stage glassware apparatus which contained
a Lear-Siegler RM4 Transmissometer.  The optical path-length of the Transmissometer
(roughly twice the length of a single stage) was 65 inches; consequently it was
possible to sense even optically invisible aerosols with precision.  Exhaustive
testing with simulated flue gases culminated in the ability to make fumes appear
(and subsequently vanish) at will, depending only upon whether or not the scrubber
was operating within a rigorously defined parametric envelope.

     Success on the bench scale led to the next logical step: field testing of the
process using actual flue gases and equipment representative of the projected com-
mercial case.  Therefore, in 1975, a 4,000 CFM, skid-mounted scrubbing system was
installed at Calvert City with the prospect of obtaining necessary optimization
and scale-up data.  In mid-1976, after six months of operation, this optimization
program was concluded.  High fly-ash carryover due to non-isokinetic sidestream
withdrawal from the host boiler made it impossible to identify quantitatively the
sources of particulate emissions from the stack, although it was clearly apparent
that the characteristic (persistent and dense) ammonia fume could be "turned off"
(or, at least greatly reduced) by scrubbing in the fumeless mode.  The less-than-
ideal operating conditions did, however, verify the operability and controllability
of an ammonia scrubber in a coal-fired application.
                                     796

-------
     Two processes complementary to ammonia desulfurization have been licensed
by Catalytic:  Institut Francais du Petrole's liquid Glaus sulfur recovery
system(H) and Chisso Engineering Company, Ltd.'s NOX removal technology.  The
IFF process has been successfully tested on a prototype (30 MW) scale in France,
while the CEC process has been piloted in Japan with comparable success. (")
Fully integrated, the three compatible process segments comprise a regenerable,
closed-loop system, potentially applicable in virtually any flue gas cleanup
situation where elemental sulfur is the desired by-product.  The combined systems
can also be operated to produce a mixed slate of by-products; namely. ammonium
sulfate and elemental sulfur.  Operated alone, the ammonia scrubber is an econom-
ical approach in cases where fertilizer or ammonium sulfate production is
acceptable.

THEORY

     The following principal chemical reaction occurs when S02 is absorbed in
ammoniacal brine:
         S02 + (NH4)2S03 + H20 = 2 NH4HS03                                 (1)

     Fresh (or regenerated) ammonia (usually fed to the absorber in aqueous solu-
tion) generates the ammonium sulfite:

                                 S0  + H0                                 (2)
     A small quantity of ammonium sulfate is also produced by reaction with
oxidizing agents usually present in flue gas.
                                  04 + S02                                 (3)


                                  2S04                                     (4)

     Noting the frequent but not inevitable generation of "blue plumes" when
S02 is absorbed by aqueous ammonia, studies (°>9) were conducted to determine
the source of the offensive particulate and the conditions under which it forms.
Two significant findings were confirmed in the laboratory:

     (1)  Precipitation of ammonia salts in the vapor phase is a function of
          composition and temperature.  Specifically, if the mathematical
          product of the partial pressures of water vapor, S02 and ammonia
          above solutions of scrubbing liquor is maintained below a critical
          value (which varies inversely with temperature) , no particulates
          appear in the vapor phase.  This condition can be expressed as
          follows:


         Iog10 C (pNH3)r x (PS02)q x (PH20)n\ = m(l/T + b)                (5)

     The locus of equation (5) is a straight line when plotted on semi-log
     coordinates vs. 1/T.
                                     797

-------
     (2)  Of the various possible solid products of S0_,  ammonia and water
          reactions, the one determined in a factorial series of experiments
          to be the principal source of solids in the plume was ammonium bi-
          sulfite, (NH4HSC-3) as represented by the following equilibrium
          relationship :
         NH3(vap) + S02 (vap)  + H20 (vap)  = NH4HS03 (solid)                 (6)

     Since only one mole of each reacting species is required to produce one mole
of solid bisulfite, equation (5) becomes

                 x (PS0)  x (PH0)    = K                                   (7)
     Experimental data yielded a numerical relation for K(Bisulfite)in terms of
absolute temperature:


         log10K(Bisulfite) = -17,300/T + 31.4                              (8)

     Figure 1 shows a plot of log^Q K(Bisulfite) versus 1/T.   The significance of
this graph, summarized, is that any combination of vapor pressures and temperatures
representable as a point below the plot of Equation (8) is not conducive to precipi
tate (fume) formation.  (The area beneattf this curve is referred to as the "safe
zone").  Conversely, operating the scrubber at a point much above the plot of
Equation 8 is likely to result in aerosol generation.   (This area, consequently,
is called the "fume zone".)

     Experimental results suggested that the observed appearance and disappearance
of aerosols was not as precise    as predicted by Equation (8) , but actually oc-
curred within a narrow temperature range of about 3°R.  This may have been due,
in part, to experimental error.  To compensate, the abscissa of the plot of
equation (8) was shifted to the left  a distance approximately equivalent to 3.5°R.
This new relationship, shown below and in Figure 1 as Equation (8A) , provides a
margin of safety against plume formation.  (The region in Figure 1 between Equa-
tions (8) and (8A) is called the "transition zone".)
     Equations (7) and (8A) contain the essence of the Air Products/Catalytic fume
avoidance technology.  They are useful for ammoniacal scrubber design when em-
ployed in conjunction with reliable S02/NH3/H20 equilibrium data such as that
reported by Johnstone or TVA^^) f  when applying these equations it is important
that the entire absorption system operate totally within the safe zone defined
earlier.  Care must be taken to avoid local excursions of vapor pressure or
temperature into the fume zone.  The following situations, for example, should
be carefully avoided :

     (1)  Direct contact of ammoniacal brine droplets with hot, dry gas.  (Scrubbing
          brine should not be admitted to the humidification/cooling chamber.)

     (2)  Localized cold spots within the absorber.  (Insulation of scrubber is
          normally required to prevent cold regions near the walls.)  Cold metal
          surfaces which conduct heat away from the process fluids should also
          be avoided.  Provision should be made to heat the circulating brine
          stream during system start-up and at other times when adiabatic con-
          ditions cannot be maintained in the scrubber due to cold ambient
          temperatures.
                                     798

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                   Figure 1

SUMMARY OF FUME AVOIDANCE CRITERIA
 E
_§
O
CM
I
a
 E
_§
CM
CO
I

a
 n
 a>
CO
y.
                    EQUATION (8A)
100 •
                               EQUATION (8)
                                     TRANSITION ZONE (3.5OR)
                                                    FUME ZONE
               1.64
                  1.66       1.68      1.70

                         1/T(OR)x103
                          799

-------
     (3)  Hot spots in the scrubbing system.   This is achieved by initial cooling
          of the hot flue gas and by avoiding condensation of water vapor upon
          the entry of flue gas to each scrubbing stage.

     (4)  Inlet chloride in excess of 10 ppm, which can cause NH.4C1 plume.  (The
          humidification/cooling gas pre-treatment segment should be properly
          designed for adequate aqueous scrubbing of chlorides.)

     (5)  Entrained ammonia should be removed from the scrubbed gas prior to dis-
          charge through the stack to eliminate the possibility of fume formation
          outside the scrubber.  This can easily be accomplished by subjecting
          the gas to a slightly acidic water wash followed by effective mist
          elimination at the scrubber exit.  Reheat of clean gas is not necessary
          to prevent ammonia plumes.

     The principles of fumeless scrubbing can best be applied in a multi-stage
absorption system employing the "water sandwich" configuration.  In this approach,
flue gas is contacted with water on both ends of the scrubbing cycle — initially
for humidification and later for ammonia recovery.  Contact with ammonia liquor
(typically three stages) is sandwiched between the water washes.   To reduce the
input of ammonia to the final water stage, it is suggested that ammonia feed be
metered individually to the desulfurization stages in such a manner that S02 and
ammonia gradients decrease simultaneously on successive stages.

     A sample stagewise absorber balance calculated in accordance with the prin-
ciples outlined above has been published.^ '

PROCESS DESCRIPTION - CALVERT CITY CASE

     A schematic representation of Catalytic's skid-mounted desulfurization unit
is presented in Figure 2.  A photograph of the equipment installed at Calvert
City (showing the absorber tower and gas duct from the host boiler to the scrub-
bing system^ is contained in Figure 3.

Flow Scheme

     Raw flue gas (approximately 4,000 ACFM at 280°F), obtained from a 14-inch
diameter tap in the boiler stack, was motivated by a forced-draft blower through
a low-energy venturi humidifier, in which the gas was contacted with water and
cooled to approach its adiabatic saturation temperature.   The venturi also
removed some of the fly-ash entering with the gas.  Discharge from the venturi
entered a four-stage vertical absorber tower, three feet in diameter and 33 feet
high, through a sidearm connecting the lower sections of these process units.
The base of the absorber contained a mist eliminator (spray-washed) to reduce
liquid entrainment followed by a chimney tray to prevent ammonia brine in the
stage above from entering the humidification system.  A slurry of fly-ash and
water was discharged from the tower and recycled to the venturi.  A small quan-
tity of caustic was added to the recycle stream for pH control, which effec-
tively improved chloride capture and reduced the potential for corrosion in the
venturi loop.  A slurry dragstream was bled from the loop and purged.  (In a
commercial installation, the fly-ash slurry would be further neutralized and
thickened prior to purging, but this was not warranted at Calvert City in view
of the small quantity of slurry actually discharged.)

                                     800

-------
 CLe/kV4^ G/kS_ _ _
RAW

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                                     UJ
                                     I;
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           SCHEMATIC  OF
            5CC.Ufe&\KiG P\\J3T PLKUT
              FIGURE  2
               801

-------
ft*
                                                         FIGURE 3
                                               Ammonia Scrubbing Pilot Unit
                                                     at Calvert City

                                         showing absorber tower (left) and
                                          flue gas  tap (right)
                                 802

-------
      Stages  1  through 3 of  the ammonia absorber each contained one Valve tray,
while stage  4  contained two Valve trays.  Each of the stages was originally
followed by  a  twelve-inch thick chevron mist eliminator and in a later con-
figuration by  a four-inch thick mesh demister.  (The mesh units were installed
after the chevrons were found to be inadequate, and the chevrons were later
removed.)  Each stage contained an independent liquor recirculation loop which
incorporated a pump and a 370-gallon surge tank fitted with an agitator and a
heating/cooling coil.  Make-up aqua ammonia was metered by a pH controller to
the surge tanks associated  with stages 1, 2 and 3.  Fresh water was fed to
stage 4.  Scrubbing liquor  passed from stage to stage by means of overflow
weirs integrated with the tray downcomers.  On each stage, the liquor recir-
culation rate  was much higher than the rate of overflow to the next lower
stage.

      Spent brine from stage 1 was pumped to a storage drum, from which it was
ultimately removed from the site by an agricultural chemical dealer's tank
truck.

      The molar ratio of S02 to ammonia was controlled on each stage so that the
concentrations of both species decreased on successively higher stages.  On
stage 4, residual ammonia was captured in a recirculating water wash.  A small
amount of S02  was, of course, also absorbed in this wash solution, which main-
tained its pH  slightly on the acid side and increased its affinity for Nl^.

      Flue gas  leaving stage 4 was reheated by a direct-fired gas burner prior
to discharge through a 20-foot stack mounted above the absorber.  An in-line
opacity meter was stack-mounted an appropriate distance above the reheater.

Typical Operating Parameters

      Operating conditions were varied throughout the program for experimental
purposes.  Following is a summary of typical operating conditions which might
be appropriate for "routine" operation at Calvert City:

  Inlet Gas                 Flow:                     4,000 ACFM @ 280°F
                            S02 Input:                1,600 ppm

  Water Circulation         Venturi Loop:             100 gpm
                            Scrubber State Loops:      40 gpm

  By-Products               Spent Ammonia Brine:      2 gpm
                            Fly-Ash Purge:            <1 gpm

  Operating Pressures       Venturi:                  6 inches WC
                            Total System (inlet
                             duct thru stack):         28 inches WC

Materials of Construction

     Following is a summary of materials of construction employed for equipment
items.  A discussion of the performance of these materials is presented later.
                                     803

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            Item                                    Material

   Venturi Humidifier/Cooler                 Carpenter Alloy 20 CB-3

   Ammonia Absorber
     Shell (insulated)                       FRP lined carbon steel
     Trays (stages 1, 2, 3)                  Stainless steel 316-L
     Trays (stage 4)                         Hastelloy "G"
     Mist Eliminators (chevrons)             Noryl Plastic
     Mist Eliminators (mesh pads 1,2,3)      Stainless Steel 316-L
     Mist Eliminator (mesh pad 4)            Polypropylene
     Pump (venturi loop)                     Rubber lined
     Pump (stage loops 1,2,3)                Stainless steel 316-L
     Pump (stage loop 4)                     BUNA-N lined

Analyses

     The following principal analyses were routinely made on each absorber stage:

        . SC>2 (analyzer-recorder)
        . pH (analyzer-controller-recorder)
        . Specific gravity (grab sample - lab analysis)
        . Temperature (sensor-recorder)
        . Sulfite/sulfate  (grab sample - lab analysis)

     The following principal analyses were routinely made in the gas exit stack:

        . SC>2 (analyzer-recorder)
        . Opacity (monitor-recorder)
        . Temperature (sensor-recorder)

Control Philosophy

     Preset S02-to-ammonia mole ratios were maintained by independent pH controllers
on stages 1, 2 and 3, which regulated ammonia input to these stages.

     Absolute ammonia concentration was determined from pH measurements coupled
with specific gravity laboratory analyses.  Adjustments in water input to the
scrubber were made when necessary.  An ammonia analyzer was installed, but it was
frequently out of service due to sampling problems.  With daily maintenance,
this instrument was ultimately used with some success during the latter part of
the program.

     Stagewise temperature control was available, but not used.  Operation pro-
ceeded without temperature adjustments.

DISCUSSION

     To summarize the Calvert City program simply in terms of "success" or "failure"
would be a gross oversimplification of the relevant facts.  On the one hand,
experimental limitations imposed primarily by continuous  (but non-uniform) fly-ash
intrusion and compounded by spotty equipment and instrument performance made it
impossible to characterize the feed gas or to complete detailed material balances


                                     804

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around the absorption system.  This, in turn, impeded efforts to complete the
rigorous optimization studies originally contemplated.  On the other hand,
Catalytic's adaptation of what was essentially a bench-scale technology to  the
capricious flue gas from a coal-fired boiler was successfully accomplished  in
a relatively short time.  Historical evidence suggests that merely correcting
mechanical problems and developing a workable interface with the host boiler
has often taken process developers longer than the six months which was allo-
cated for Catalyticfs entire program.

     The results obtained at Calvert City were essentially qualitative.  Taken
alone, they do not establish beyond doubt the validity of the fumeless scrubbing
criteria.  They do, however, reflect positively on overall process viability and
generally tend to confirm the results of earlier studies.

Fume Formation
     The only indisputable proof of fumeless scrubbing would have been consistent
scrubber operation with a completely clear stack.  Unfortunately, in all runs
(including those conducted without ammonia) some smoke was detected by a stack-
mounted opacity meter even though it was not always optically visible.  A series
of runs in which non-fuming caustic lye was substituted for ammonia and the
steam plume was eliminated by reheat revealed a base opacity ranging from
roughly 2% to 7%.  Specific measurements made on three successive days were as
follows:

                      Opacity %                 Date

                       3 ± 1%                   31 May
                       6 ± 1%                    1 June
                       6 ± 1%                    2 June

Occasionally during the ammonia studies opacities as low as 3% to 4% were re-
corded.  The best sustained and reproduceable operation at Calvert City, using
ammonia, was about 10% opacity while scrubbing 90% of the incumbent S02-  It
should be noted that the effective path length of the opacity sensor as installed
was approximately 50 inches.  This distance is roughly equivalent to the diameter
of a 15-megawatt boiler stack.

     The following should be noted about particulate fumes observed at Calvert
City:

     (1)  During test runs with and without ammonia, plumes leaving the scrubber
          appeared to contain a bluish component.  In addition, a blue fringe
          could occasionally be observed around the plume generated at the main
          boiler stack.

     (2)  Particulate fumes typically observed at Calvert City when scrubbing
          in the fumeless mode were not at all persistent and were much less
          obvious than the dense fumes commonly associated with ammonia scrub-
          bing.  It was possible, however, to generate dense fumes at Calvert
          City "on cue" by deliberately violating the fume avoidance criteria.
                                    805

-------
     Two things are clear based on these observations:

     (1)  A bluish tinge does not necessarily signal the presence of ammonium
          salts in a plume.  The observed color depends upon the wavelength
          of light reflected by the particles comprising the plume which itself
          is a function of their size and uniformity.

     (2)  Application of the fume avoidance criteria at Calvert City resulted
          in a marked reduction in stack opacity from what has historically
          been noted in conventional ammonia scrubbing  operations.

     In Catalytic1s judgment, the Calvert City results  (particularly when com-
pared with parallel laboratory studies)  strongly suggest that the particulate
emissions from the pilot plant stack consisted of fine  fly-ash, and that the
scrubber was controllable with respect to ammonia fume  generation.

Equipment Performance

     Forced Draft Blower;  Instability in the skid-mounting of the blower caused
excessive vibration during initial testing.  The problem was rectified by
anchoring the unit with bolts imbedded in a concrete foundation of sufficient
mass.  It was also found that condensation of the inlet gas was responsible for
the accumulation of solids and liquids within the blower, which increased the
vibrations.  This problem was solved by (1) insulating  the gas inlet duct
leading to the blower to reduce condensation, and (2) adding a valved casing
drain to the system.  Little pitting was observed on the carbon steel blower
wheel.

     Venturi Humidifier/Cooler;  Pressure drop in the venturi could be varied by
raising or lowering a conical throat plug.  The manufacturer, guaranteed 100%
humidification of the inlet gas at 6 inches w.c. pressure drop and a water cir-
culation rate of 100 gpm; consequently,  these parameters were selected for normal
system operation.  The degree of compliance with the guarantee was not precisely
evaluated since outlet gas humidity and particulate loading could not be measured.
Actual performance, however, appeared to be satisfactory.  Theoretically, the
venturi could have been operated at higher energy levels to compensate for the
lack of an electrostatic precipitator.  In practice, the blower could not provide
sufficient motivating force, so venturi operation was limited to the 4-to-8 inch
w.c. range.

     The venturi operated well even when the recirculating water stream contained
more than 10% suspended fly-ash.  The radial, 1-inch inlets tended to plug during
periods of continuously high solids loading.

     Very little pitting of the Carpenter 20-CB3 unit was evident on inspection,
but mirror-polish of venturi internals and rounding of  sharp edges on test
coupons provided evidence of abrasion.

     A venturi was selected for gas humidification (rather than a less costly
spray chamber) due to the manufacturer's claim that the venturi would eliminate
a wet/dry interface near the gas inlet and therefore reduce the potential for
accumulation of a fly-ash cake in that area.  The venturi was found to be
entirely satisfactory in this regard.

                                     806

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     Ammonia Absorber Tower;  The carbon steel tower shell was lined with Heil
Rigiline 413G, an epoxy-based, fiberglass-reinforced resin, trowel-applied to
a thickness of 1/8 inch.  Because of limited accessibility to the numerous sup-
port rings and bolting strips welded inside the three-foot diameter column,
small sections of the lining were not properly applied and corrosion of the
metal tower shell promptly developed.  Repairs resulted in about six weeks' loss
in operating time; but, once the corroded areas had been properly sandblasted
and relined with the same resin, no further shell corrosion was encountered.
Although the use of a lined tower might be ideal for a commercial installation,
it was found to severely restrict the flexibility of pilot operations.  For
example, ordinarily simple projects such as flange-mating, nozzle or tap
addition, manway closure and internal tray sealing all required major efforts.

     Absorber Tower Internals;  The five installed valve trays ultimately per-
formed well, but some difficulty with leakage was encountered early in the
program.  As indicated above, the tower lining made installation, sealing and
servicing of the trays more difficult and time-consuming than anticipated.
Again, these kinds of problems were magnified by the restrictive diameters of
the tower (3 ft.) and the manways (18 inches).  Such difficulties are avoidable
in commercial-size systems.

     No corrosion problems were noted on inspection of the three stainless steel
316L trays (pH exposure 5.5 to 6.5) or the two Hastelloy "G" trays (pH exposure
as low as 1.8 but more typically around 3).

     The absorption system was originally fitted with five chevron mist elimina-
tors, positioned as shown in Figure 2.  The originally installed set was too
small and channeling occurred around the edges.  A replacement set was hard to
install due to the tower lining, and once in place, the chevrons did not perform
satisfactorily.  Constructed of Noryl plastic, they tended to deform above approxi-
mately 150°F.  After extended service, a tendency toward brittleness was noted.
For proper operation, a distance of 1-1/4 inches should have been maintained
between the blades.  This was difficult to accomplish in the circular column.

     Mesh-type mist eliminators, 4 inches thick, were installed above the chevrons
to reduce liquid entrainment.  These performed satisfactorily; but a shrinkage of
the mesh pads was observed after extended service.

     Chimney Tray:  Positioned near the bottom of the absorber tower, the chimney
tray originally contained a single, 8-inch by 20-inch rectangular chimney, 6
inches tall, covered by a flat "hat" mounted three inches above the chimney lip.
During start-up it was found that the distribution of gas leaving the chimney was
so uneven as to cause severe malfunction of the valve tray directly above  ("blowing"
of one side of the tray and excessive liquor weepage from the other side).  This
problem was alleviated to an acceptable extent by raising the "hat" to nine inches
above the chimney.

     No corrosion of the Hastelloy "G" tray was noted, even though its underside
was exposed to highly acidic liquor which contained chlorides.
                                     807

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     Pumps;  The closed-impeller stainless steel 316-L centrifugal  pumps installed
in stage loops 1, 2 and 3 provided highly satisfactory, trouble-free performance.
Routine gland repacking and removal of caulking from the impeller area were the
only maintenance requirements.   Performance of the rubber-lined pump in stage
loop 4, however, was inadequate.  The natural rubber liner swelled  excessively
and and was replaced with one made of BUNA-N.  Frequent realignment of the pump
was required.

     The venturi loop pump was  also rubber-lined.  Its performance  was consistently
excellent.  No maintenance was  required.

     Piping - Humidification Loop:  FRP piping performed well except for bends
near the venturi inlet, which were subject to high abrasion.

     Piping - Ammonia Brine; Rubber hoses fitted with quick-disconnect joints
proved leakfree and highly flexible.  Some pitting was observed on  stainless steel
inserts.

     Ductwork;   The carbon steel inlet gas tap did not corrode in  service, except
for a 2-foot section adjacent to the venturi, which was subject to  acidic back-
splash.  This section was replaced with stainless steel 316.

Instrument Performance

S02 Analyzer

     Analysis of gas-phase sulfur-dioxide proved to be the most frustrating instru-
ment problem encountered.  The  S02 analyzer and its associated sampling system was
the most expensive instrument item in the test unit.  Making it work was, in itself,
a major development program. Most component systems of the analyzer presented
problems.  For example, the sampling probes could not deliver liquid-free samples
until tubular baffles were installed, thus shielding the probes from direct liquid
impingement.  In addition, a number of carbon steel fittings in the probe assemblies
quickly corroded and were replaced with new ones of CPVC.  The sample tubing
(teflon) was subject to leaks and occasional plugging.  Solenoid valves associated
with the sample manifold were subject to corrosion and leaks.  Replacement with
electrically activated SS-316 ball valves mounted in a thermostatically controlled
environment was required.  The  sample pump, probably oversized, aggravated the
entrained liquid problem described above by sucking condensate through the sample
filter.  Gradually, these and other problems were resolved, but not without sig-
nificant effort.

     The analyzer itself, containing and electrochemical transducer, performed
well.  Nevertheless, reliable integral operation of the instrument package was
not realized until only four weeks before final shutdown of the plant.  The lack
of reliable S02 concentration data for about five months reduced the Calvert City
program to essentially a qualitative study.

Opacity Meter

     Reheated flue gas opacity was continuously monitored by an emissions monitor.
Unexpected drift was encountered and twice-daily manual recalibration was required.
The instrument reading was affected by incidental sunlight on the stack.  To al-
leviate this problem, aa offset stack extension was installed which provided some
degree of shade.  The offset can be seen in Figure 3.
                                     808

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Gas Flow Measurement

     Flue gas flow rates into the absorber were measured with an annubar (which
is a flow-averaging pitot tube).   Incoming fly-ash particles tended to coat the
annubar orifices and distort the flow measurements.  In addition, the annubar
was improperly installed — there were too few pipe diameters upstream and
downstream of the sensor, which made all gas-side flow measurements uncertain.
To reduce the particulate interference problem, an intermittent 150-psig air
purge was installed.  However, if additional studies are conducted, the annubar
will be replaced by a different kind of instrument — for example, one based
on the principle of heat conduction from a hot wire immersed in the gas stream.

pH Measurement

     Ammonia addition to the various absorber stages was controlled by pH which
was measured by Uniloc Model 1200-V meters.  The electrodes were housed in a
Uniloc Model 320 sensor assembly.  Trouble-free performance was experienced,
even at moderate fly-ash loadings in the brine.  Double-junction electrodes
were required, however, to prevent drift.

Ammonia Measurement

     A specific-ion sensor, containing an ammonia gas sensing electrode, was
utilized to measure the ammonia content of brine leaving the absorber.  The
electrode itself performed well,  but the sampling system, which contained
peristaltic pumps (i.e., pumps inducing successive compressive waves in a flexible
conduit) was inadequate.  Life of the silicone peristaltic conduit averaged less
than one week.  Small (1/16 inch) diameter connective tubing was highly susceptible
to plugging.  Despite exemplary field service by the manufacturer, reliability of
the sampling system could not be improved.

     Presently, there is no adequate replacement for this device in dirty gas
service that is conducive to fully automatic scrubber operation.  Short-term
expedients at Calvert City involved installation of a cartridge filter plus
daily replacement of tubing.  For experimental purposes, laboratory analyses
of grab samples provided necessary operating data.

     The foregoing is a summary of observations made at Calvert City which hope-
fully conveys an accurate overall impression of the test program:  tedious work
ultimately resulting in measurable progress toward solving problems associated
with field-testing a stack gas scrubber.  Even though Catalytic's initial
objective of developing an optimization data package within six months of
start-up was, in retrospect, too ambitious, the program as completed did gen-
erate the following conclusions:

CONCLUSIONS

     1.  The test unit operated with extremely high availability despite significant
         variations in inlet gas composition and particulate loading.  After
         initial (non-recurring)  problems were rectified, extended operation with
         only routine maintenance was demonstrated.  No plugging or scaling was
         experienced.


                                     809

-------
     2.  The ability to remove 85 to 90% of S02 from incoming flue gas while
         discharging cleaned gas having a total opacity in the 10% range was
         demonstrated.  Inlet S02 was approximately 1,500 ppm while background
         (fly-ash) opacity was conservatively estimated at 6%.  Spent scrubbing
         brine (fertilizer) containing 6 moles of ammonia per 100 moles of water
         was by-produced.

     3.  Operation by automatic control was demonstrated with one operator per
         shift.  The unit adjusted well to inlet S02 fluctuations.

     A.  The ability to operate the absorber and the venturi with unusually
         heavy particulate loading (upset boiler conditions) for short periods
         of time was demonstrated.  Similarly, the ability of these units to
         operate under moderately dirty conditions for extended periods was
         established.  The absorption unit tended to be self-cleaning after inlet
         fly-ash was reduced to normal levels.

     5.  The ability of the venturi and absorber working in series to remove a
         significant fraction of inlet fly-ash was established.

     6.  A complete equipment and instrument list was established.  Materials
         of construction for major equipment items were verified.

     7.  Relatively simple start-up and shutdown procedures were established.

     8.  The suitability of valve trays for desulfurization by aqueous ammonia
         was established.  These trays are capable of operation in dirty service,
         as indicated in point (1).

     9.  The effectiveness of mesh demisters for entrainment reduction (and
         maintenance of sharp concentration profiles in the column) was estab-
         lished .

     Even though much has been learned at Calvert City, several objectives remain
to be accomplished.  The following would be priority items if Catalytic's opti-
mization program were to proceed to the next stage:

     1.  Installation of fly-ash control system and demonstration of clear-stack
         operation.

     2.  Completion of detailed material and energy balances around the absorption
         system.

     3.  Establishment of "optimum" operating conditions.

     4.  Improvement in the procedure for continuous liquid-phase ammonia analysis.
                                     810

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NOMENCLATURE
b,m               Constants defining the intercept and slope, respectively,
                  of the log-log plot of Equation (5)

^Bi  If It         Product of the partial pressures of NH3, SC>2 and t^O, as
                  defined in Equation (7)

n,q,r             Number of moles of reacting NH3,S02 and H20, respectively

pNH3, pSC-2, pH20  Vapor pressures of NH3, SC-2 and H20, respectively, expressed
                  in millimeters of mercury

T                 Absolute temperature, degrees Ranline
                                     811

-------
 REFERENCES

 1)  Ramsey "Use of the NH3-S02-H20 System in a Cyclic Recovery Method".
     British Patent 1,427 (1883).

 2)  Johnstone, H. F., Ind.  Eng. Chem. 27, 387-93 (1935)

 3)  Johnstone, H. F.  and Keyes, D. B., Ibid.: pp.  659-65

 4)  Johnstone, H. F.  and Singh, A. D., Ind. Eng. Chem. _2£, 286-97 (1937)

 5)  Johnstone, H. F., Ibid., pp. 1936-38

 6)  Johnstone, H. F., Pulp  Paper Mag. Con. 53_, 105-112 (1952)

 7)  Lepsoe, R. and Kirkpatrick, W. S., Trans. Can.  Inst. Mining Met. 40,
     399-404 (1937)

 8)  Ennis, C.  E., "S02 Removal with Ammonia: A Fresh Perspective", Second
     Pacific Chemical Engineering Congress (PACHEC '77), Denver, Col. (1977)

 9)  Spector, M. L. and Brian, P. L. T., "Removal of Sulfur Oxides from Stack
     Gas", U. S. Patent 3,843,789 (1974)

10)  "Pilot Plant Study of an Ammonia Absorption-Ammonium Bisulfate Regenera-
     tion Process - Topical  Report Phases I and II"
     EPA 650/2-74-049-a (June 1974)

11)  Bonnifay,  P., et al, Chem. Eng. Prog. 6>8_, 51-52 (1972)

12)  Sawai, K.  and Gorai, T. "Simultaneous Removal of S02 and NOX from Stack
     Gas by Scrubbing: (CEC  Process)" Second Pacific Chemical Engineering
     Congress (PACHEC T77),  Denver, Col. (1977)

13)  Tennessee Valley Authority, "Sulfur Oxide Removal from Power Plant Stack
     Gas by Ammonia Scrubbing, Conceptual Design and Cost Study, Series No. 3"
     Prepared for NAPCA (1970)
                                      812

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APPENDIX - PROCESS ECONOMICS

     A schematic flow diagram of the integrated Catalytic/IFF/CEC process
for simultaneous removal of S02 and NOX with recovery of elemental sulfur
is presented in Figure 4.  Two preliminary cost estimates are considered
below:  Case I encompasses all of the operations shown in the Figure,  while
Case II represents a simpler process without NOX removal capability.   In both
cases, reducing gas for sulfur production is generated by coal gasification.

     Process options which involve the recovery of part or all of the  spent
ammoniacal brine as fertilizer or commercial grade ammonium sulfate are
available.  Information relating to the applicability and cost of these
alternative systems is available on request.

Estimating Bases

     The following was assumed in developing the preliminary economics presented
below:

     •  New, 500-MW utility boiler firing 3.5% sulfur coal and fitted  with an
        efficient, conventional electrostatic precipitator.

     •  90% S02 removal will be achieved.

     •  80% NOX removal will be achieved (Case I only).

     •  Stack Gas reheat is not included, based on steam plume acceptability.

     •  The unit will operate the equivalent of 7000 hours per year at essen-
        tially full load.

Capital Investment

     The estimates presented in Table 1 have been reckoned on a turnkey basis.
It is assumed that work would begin at a clear, level site and that all necessary
services would be provided to deliver a completed gas scrubbing facility.  Battery
limits are assumed to extend from the precipitator exit flange to the  stack inlet
flange.

     A 500-MW installation would normally include three ammonia absorption modules,
two IFP-sulfur recovery modules and two CEC-NOX control modules.  A system of this
type can efficiently follow a boiler load ranging periodically from 100 to 550  MW.

     Plant investment for fumeless, regenerable ammonia scrubbing is about $132
per KW for Case I and $96 per KW in Case II.  Total Capital Investment is roughly
20% higher for both cases, as shown in Table 1.

Operating Costs

     A summary of operating costs is presented in Table 2.  The following unit
costs were assumed:
                                     813

-------
           Electricity                $  0.025 per KWH
           Steam                         2.50  per thousand pounds
           Coal (bituminous)            20.00  per ton
           Ammonia                     140.00  per ton
           Abatement Sulfur             50.00  per ton
     It should be noted that the Annual Revenue Required in Case II (with
by-product credits) compares favorably with recently published figures for
limestone processes.
                                     814

-------
        Figure 4
    CATALYTIC-IFP-CEC
FLUE GAS CLEANUP PROCESS
                          815

-------
                                  TABLE 1
                          ESTIMATED CAPITAL COSTS
                    Regenerable Ammonia Scrubbing Process

                                        CASE I              Case IT
                                  Catalytic-CEC-IFP       Catalytic-iFP
                                  S02 & NOX Removal        S02 Removal
PLANT FACILITIES INVESTMENT         $ 66,000,000           $ 48,000,000
 (Includes all applicable
  fees and royalties)

 Land                                    100,000                100,000
 Organization & Startup                4,500,000              3,300,000
 Working Capital                       1,500,000              1,400,000
 Interest during Construction          8,000,000              6,000,000

TOTAL CAPITAL INVESTMENT (TCI)      $ 80,100,000           $ 58,800,000
TCI PER KILOWATT                       $ 160.20               $ 117.60
                                     816

-------
                                  TABLE 2
                      ESTIMATED ANNUAL OPERATING COSTS
                  Regenerable Ammonia^ Scrubbing Technology
                                     Case I                 Case II
                               Catalytic-CEC-IFP         Catalytic-IFP
                               SO? & NOy Removal          S02 Removal
                           (millions of dollars/yr)    (millions of dollars/yr)
Variable Costs
  Utilities & Chemicals              4.15                    1.83
  Coal (for reducing gas)            2.24                    1.49
  Petroleum Distillates &
    Natural Gas                      None                    None

Fixed Costs
  Maintenance (Material & Labor)     2.99                    2.25
  Other Labor Categories
    (including Payroll Burden)       1.22                    1.06
  General/Administrative Expenses    1.49                    1.13
  Property Taxes & Insurance         1.49                    1.13
  Depreciation                       2.97                    2.24

Annual Operating Cost               16.55                   11.13
  Interest             1
  Return on Investment >              7.36                    5.58
  Income Tax           ]
  By-product Credits                (2.80)                  (2.07)

Annual jlevenue Required             21.11                   14.64
  (mills per KM!)                    6.03                    4.18
                                     817

-------
ADVANCED PROCESSES SESSION
           Session Chairman

           Kurt E. Yeager
Director, Fossil Fuel Power Plant Department
     Electric Power Research Institute
          Palo Alto, California
                 819

-------
ADVANCED  FGD PROCESSES
         Kurt E. Yeager

   Electric Power Research Institute
        Palo Alto, California
                820

-------
              SYMPOSIUM ON FLUE GAS DESULFURIZATION


                     Advanced FGD Processes              11/11/77
                          Kurt E. Yeager
Introduction
Although this session is entitled "Advanced Processes," a more
accurate title might be "Advanced Applications and System Improve-
ments."  Our focus is less the development of new process options
than the application of  relatively established processes and
sub-processes in more efficient system combinations.  The ob-
jective of these new combinations is either to reduce the cost
of existing flue gas desulfurization processes, create more
acceptable byproducts or reduce operating problems and ineffi-
ciencies .
This approach, which places priority on reducing the impact of
flue gas desulfurization on the using industry, and the consumer,
is driven by economic reality.  Between now and the period 1985-
1990, coal-fired utility generating capacity is committed to
expand by 120,000 MWe.  This will involve 250 units consuming
360 million tons of coal annually.  This will nearly double the
current utility coal-fired generating capacity.  Because of the
preliminary development status of alternative coal combustion
and conversion technology, all of this capacity will be in the
form of current pulverized coal combustion systems plus auxiliary
environmental control technology.  The economic impact of the
1977 Clean Air Act Amendments, depending on the outcome of
judicial and political interpretation, will substantially increase
the costs of these new, pulverized coal generating units.  It
is estimated, for example, that the average capital cost penalty
for control of all pollutants will be 40% ($250-300/kw) of new
unit costs and the operating and maintenance cost penalty will
be about 100% (12 mills/Kwhr) and the heat rate penalty 15%.  On
a utility industry-wide scale, these requirements convert to a
capital investment of $60 billion, not including interest, $1
billion in additional operating costs annually and 50 million
                           821

-------
tons per year additional coal consumption in the 1985^-1990
time period.  Thus, the cost savings to the electricity con-
sumer through even small reductions in the cost and inefficiency
of environmental control technology are in the billion dollar
category.

The issue of whether flue gas desulfurization technology meets
the environmental improvement objectives for which it is intended,
is debateable.  On the other hand, there are no superior or
even available alternatives that can be commercially considered
over at least the next 10 years.  It is also clear that value
judgement on FGD use will not be affected by efforts to
marginally reduce the cost and inefficiency of this technology.
Users, suppliers and government must work together and demon-
strate a "best effort" to minimize technical risk and cost.
Public utility commissions are making it clear that such an
effort will be necessary if they are to be able to pass on the
costs of "Best Available Control Technology" (BACT).  If the
utility cannot recover these costs through the rate base, it
cannot acquire capital for either system expansion or environ-
mental control.  Thus a cooperative technical effort among
users, suppliers and government is being established to pro-
vide a sufficient R&D resource pool for minimizing the substantial
impact of this environmental control technology.  This session
is intended to indicate the direction of this emerging joint
effort, dedicated ultimately to the electricity consumer, and
encourage increased emphasis on the value of these approaches
to all concerned.
                            822

-------
SUBSYSTEM COMBINATIONS FOR RECOVERY PROCESSES
                ADDRESSING THE PROBLEMS


                           S. M. Dalton
                  Fossil Fuel Power Plants Department
                   Electric Power Research Institute
                         Palo Alto, California
   ABSTRACT
       Hybrid process and subsystem combinations may reduce the cost
   of existing flue gas desulfurization processes, create more acceptable
   byproducts, or  eliminate  operating problems.  Specific subsystem
   requirements to achieve these objectives include sodium-sulfur com-
   pound reduction, direct reduction of SO2 to sulfur, novel absorption or
   contactor designs,  and  subsystems for retrofitting  existing
   lime/limestone scrubbers to eliminate sludge production. Examples of
   subsystems with potential to respond to these requirements include the
   following:  (1) sodium  sulfate reduction (molten bath)  to  eliminate
   sodium purge for dry sorbent regeneration, and for sodium throwaway
   or dual alkali byproduct conversion to sulfur; (2) modified aqueous
   scrubbing with steam stripping to produce concentrated S02; (3) direct
   SO2 reduction to sulfur with coal for use on S02 concentrating proc-
   esses; (4) acid sulfate absorption for lime/limestone  system retrofit to
   produce gypsum using limestone as feed.
       A summary of the (preliminary) cost potential for hybrid systems
   including steam stripping/direct reduction, char absorption/direct reduc-
   tion, and dry injection plus molten bath regeneration is also presented.
                                823

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           SUBSYSTEM COMBINATION  FOR  RECOVERY  PROCESSES
                     ADDRESSING THE PROBLEMS
The use of advanced systems or concepts in Flue Gas Desulfuriza-
tion (FGD) is this sessions topic.  This paper will address
special problems in FGD, and subsystems or novel concepts that
may solve some of these problems.  System cost and complexity,
reactant availability, by-product quality and type are major
utility concerns addressed in this paper.
Problems
Problems with FGD that must be faced by the utility industry
include reducing solid and liquid disposal impact, encouraging
use of available reactants and minimizing use of scarce energy
sources.
Most current lime/limestone systems operating on eastern coal
produce a calcium sulfite/sulfate sludge that is ponded or
landfilled.  Sulfite ion is an oxygen scavenger and leaching or
runoff from ponds can cause high local C.O.D. in surface or
ground water.  Sulfite/sulfate mixes are often thixotropic and
will liquefy when agitated, making them unsuitable for landfill
in an unstabilized or unfixed form.  Sodium compound disposal is
even more difficult since sodium compounds are soluble and sodium
sulfite is a commonly used oxygen scavenger.  Pond linings to
prevent groundwater contamination are expensive, and tend to
develop slow leaks with time.
                                824

-------
i;;,"?iutaj r,ar: i);^.-^ ar- a cedactant  in FGD processes  is  becoming  less
<.-iv.--o.iob!'- ,.'>>;  i < ,;;-:• cost  is expected  Lo rise wicU  the coat  of
energy.
Solutions Needed
To solve the problems mentioned above, utilities  need  to  be  able
to produce usable/disposable by products  such  as  sulfur,  sulfuric
acid, concentrated S09, or gypsum, utilizing common  reactants
                     £*
like coal and limestone in simple and reliable contactor  designs
or scrubber subloops.  Additionally they  need  the ability to
reduce spent sodium/sulfur compounds and  produce  elemental
sulfur.
Subsystems Which Meet These Needs
There are subsystems which address these utility  industry  needs.
These subsystems are not always marketed individually,  and not
always proposed in the suggested combinations.  In  this paper
general subsystems are suggested and specific processes are
addressed in more detail.
Examples of subsystems include concentrated SC^ reduction  without
use of reducing gas (Foster Wheeler Energy Corp RESOX^™),  Modi-
fied Allied Chemical); aqueous absorption with indirect steam
heat SOo stripping (Peabody Engineered Systems, Spring Chemical
Corp); sodium sulfate reduction to eliminate sulfate purge,  for
dry sorbent regeneration and for sodium scrubbing or dual  alKali
retrofit (TSK, Atomics International); new contractor development
to improve existing lime/limestone processes (co-current
contactor and Chiyoda 121 jet bubbling reactor); acid sulfate
absorption for lime/ limestone system retrofit to produce  gypsum
using limestone as feed (DOWA).
                                825

-------
A prime result of EPRI's Regenerable Flue Gas Desulfurization
Process evaluation to date has been to highlight the need for
workable subsystems which reduce the complexity and cost of
sulfur production.
Reducing S02 To Sulfur
An example of utility concern is with systems using reducing gas
to produce sulfur.  This is discussed in detail in the upcoming
paper by Milt Beychock and Archie Slack (I) .  The historic way to
make H2 or CO for reduction is to reform natural gas or light
hydrocarbon liquids such as naphtha.  Several system combinations
have been suggested in a recent paper by Battelle.  The Allied
process has been utilizing natural gas directly with concentrated
SC>2 to form elemental sulfur.  While this eliminates several
steps, it still depends on natural gas - and its availibility is
being limited.
Gasification processes can utilize coal, but are complex chemical
processes in themselves and many utilities do not wish to add to
their problem by operating the current generation of gasifiers.
The reducing gas may not need extensive cleanup compared to SNG
production, but it still would require tar removal and this could
cause a water pollution problem.  Some gasifiers (Lurgi) require
pressurization, lock hoppers, tar removal, and still others
(Koppers-Totzek) operate at slagging temperatures requiring an
oxygen stream that would have to be produced nearby.  Due to the
large volumes of explosive gas in some systems, inerting/purge
equipment and explosion proof controls must be provided.  Many
systems generate f^S and are pressurized, causing concerns about
safety hazards in enclosures.  While none of these individual
concerns would in itself preclude gasification it does make
utilities cautious, and causes them to seek other ways of using
the available reductant, coal.
Developing a subsystem to reduce S02 to elemental sulfur without
reducing gas is therefore a goal of EPRI's SOX subprogram.  We
                                826

-------
are funding development of a 42 MW size RESOX^™) reactor in
Liinen, West Germany in an effort to meet this goal. This testing
will be sponsored by EPRI and a consortium including Foster
Wheeler Energy Corporation, STEAG, Deutsche Babcock and Bergbau
Forschung with program cost sharing by the German government
agency Umsweltbundesambt.
The RBSOX process reacts SQ2 with crushed coal in an atraosphericr
temperature controlled vessel at 1400°F causing the overall reac-
tion S02 + C   C02 + S .  Sulfur, unconverted S02 and unreacted
carbon are the primary products. The unreacted carbon from the
coal can be ground and fired in conventional boilers.  The
unconverted S02 can be recycled to the absorber inlet.  Gaseous
sulfur can be condensed and either sold as liquid or stockpiled
as solid depending on purity level and local market.
Examples of processes that should be easily capable of combining
with the subsystem are Wellman-Lord, Bergbau-Forschung, and
Absorption/steam stripping.  Examples of processes with less
usable S02 rich gas streams include magnesia slurry scrubbing and
high pH ammonia scrubbing.
Easily combined systems such as Wellman-Lord, Bergbau-Forschung
and Absorption/steam stripping have concentrated S02 outputs and
little contamination.  The Wellman-Lord and Absorption/steam
stripping process make primarily S02 with some H20.  Overhead H20
condenser conditions in steam stripping can vary the amount of
water left in the S02 stream to match RESOX needs more exactly.
A 20%-40% S02 stream seems to be preferred with the balance H20
and inert gas such as nitrogen.  Bergbau-Forschung has been
proposed with RESOX use for some time and the combined concept
will be evaluated on the 42 MW scale in Germany at Lflnen.
In the case of magnesia slurry scrubbing, the S02 stream is
dilute and has a high oxygen content. Not only is the magnesium
oxide dust a contaminant to the sulfur or spent coal product, but
the high 02/dilute S02 gases will consume excess carbon to form
carbon dioxide and cause the percent S02 conversion to drop.
This in turn may cause excessive recycle and higher operating
                                827

-------
costs.  EPRI does intend to investigate the oxygen limits by
simulating this magnesia off-gas on RESOX both at lab scale and
at Lflnen 42 MW scale.
High pH ammonia solutions can be stripped of SC>2 by heating, but
may evolve ammonia as well as SC>2 and, in conjunction with RESOX,
there is potential for ammonia breakthrough, fume formation and
cyanide production.  Obvious concerns for any feed gas are
reactant coal type (only anthracite used to date), S02 conversion
percentage per reactor pass, COS, f^S formation, coal caking and
gas distribution in the reactor.  Preliminary economics of the
Peabody absorption steam stripping and Bergbau Forschung systems
combined with RESOX are presented in Table 1 and 2 along with dry
sorption/baghouse collection/AI regeneration economics.
Sodium Compound Reduction
The reduction of sodium compounds is a subsystem that can be
combined with certain absorption schemes, regenerate sodium for
reuse and produce elemental sulfur.
Sodium reduction can be accomplished by using the Tsukishima
Kikai Engineering Company Process (TSK) which approximates a
down-flow oil-fueled partial oxidation reactor with sodium solu-
tion introduced with the oil.  Due to the temperature-time his-
tory of the solution in the reducer, sulfate compounds do not
have sufficient time to react completely to carbonate but the
sulfite usually can be converted(^) .  TSK technology, while it
approximates Billirud Pulp and Paper industry technology, has not
yet been commercialized for FGD and is not considered further in
this paper.
Absorption schemes include the Rockwell International Aqueous
Carbonate Process (ACP) developed by their Atomics International
Division (AI)(4_).  This uses a unique spray dryer absorber and
one of the prime candidates for the reducing subsystem - the AI
molten salt reduction step (molten bath). The AI molten salt
reduction step can reduce sulfite or sulfate due to the extreme
                                 828

-------
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                               Table 2

      PRELIMINARY ESTIMATED ANNUAL TOTAL REVENUE REQUIREMENT FOR
            REGENERABLE FLUE GAS DESULFURIZATION PROCESSES
                      (1st QTR., 1977 Mills/kWh)
                                                    DRY INJECTION PLUS
Variable Costs
  Raw Materials
  Utilities

  Subtotal

Fixed Costs
  Maintenance
  Operating Labor
  Administrative and
   Support Labor
  General and
   Administrative
   Expense
  Property Taxes and
   Insurance
  Other Expenses

  Subtotal

Total Operating Cost

Cost of Capital

Total Revenue
 Requirement
Mills/kWh
PEABODY/
FW RESOX(a)
1.04
1.61
2.65
0.59
0.095
0.10
0.20
0.406
0.01
1.40
4.05
3.25
7.3
7.1-8.0
BF/FW ATOMICS
RESOX(a) INTERNATIONAL REDUCTION
2.64
0.48
3.12
0.99
0.125
.148
.296
.405
1.96
5.1
3.2
8.3
7.9-9.5
0.98
0.95
1.93
1.53
0.125
0.22
0.44
0.87
3.18
5.1
6.6
11.7
11.1-13.3
 (a)   All costs in Mills/kWh subject to revision and re-estimate
                                  830

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processing technology steps used (more reference to the thermody-
namics of sodium compound reduction will be given by Dr. P. S.
Lowell in his paper given in this session (5) ) .  The AI Aqueous
Carbonate Process removes SC>2 and evaporates the solution in an
innovative spray dryer contactor so it does not need extra energy
for drying or for reheating, since it does not saturate the gas.
The AI reduction step takes dry, crushed sodium salts (sulfite
and sulfate) and feeds these pneumatically along with coal or
coke into a refractory lined vessel.  In this vessel a pool or
bath of molten salt with a temperature around 1800°F reduces the
sodium sulfate (^2804) to sodium sulfide (Na2S).  The process
then is somewhat similiar to Kraft paper pulping technology in
that melt is quenched and dissolved (like green liquor in
pulping).  One major process difference is the use of coal with
ash and the consequent ash contamination of the melt and
solution.  To remove ash, SiC^ is precipitated out by lowering
pH.  The following filtration step is potentially difficult due
to the gelatinous nature of the precipitate.  Because of this
filtration effect and the effect on the properties of the melt
liquid and on tapping, ash contamination is a serious concern  .n
the process.  Ash contamination also makes application to dry
sorption processes difficult since spent dry sorbents normally
would be carrying the full burden of ash to the reducer.  Testing
of key process steps including coal ash effects will be carried
on in an EPRI-Niagra Mohawk program at pilot scale.  Follow-on
efforts for an Empire State Electric Energy Research Corporation
(ESEERCO) and EPA Joint demonstration program are underway.
The full range of processes that can be made by combining the
reduction step with subsystems include conversion of simple
sodium scrubbing or of sodium dual alkali scrubbing to sulfur
production, regeneration of Wellman-Lord purge streams (NaSO^)
which are formed due to sulfite oxidation, and regeneration of
spent dry sodium sorbent (such as nahcolite) which may be injec-
ted into the boiler back passes for SC>2 sorption.  Simple sodium
scrubbing and dual alkali scrubbing conversion implies spent
sulfite/sulfate solution evaporation - either by ponds where
                               831

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possible or by heating.  Obviously sodium solution evaporat ir-r ;>•;•
heating in order to feed the molten bath reduction step cn<.-<>>,-, -
severe heat rate penalty.  This penalty is more than 50u • ";-•,:,•'.'- >:r-
for a Midwest coal case using concentrated (20%) scrubbing
solution.  Simple sodium scrubbing in the West will be likely to
produce high sulfate content salts due to the lower ratio of SO?
to 02 in the flue gas stream.  Since oxygen transfer is
relatively constant and since less sulfite is present due to
lower S02/ a higher percentage of sulfite is oxidized to sulfate.
For this reason sodium/dual alkali and Wellman-Lord operation in
the West may be more difficult.  Both processes have difficulty
in operating with sulfate.  Dual alkali has problems reacting
sodium sulfate to calcium sulfate and Wellman Lord must purge
sulfate.  The concept of adding a sulfate reducing loop to  solve
these problems is one option where disposal or sale of sodium
sulfate is uneconomic or impractical.
A final combination with sodium reduction technology is the dry
S02 removal or nahcolite injection FGD method.  The advantages of
this method in the throwaway mode are minimal equipment, no
reheat requirements and a potential for reducing capital and
operating costs.  When using the AI Reducer technology the  spent
sorbent is dry and needs no evaporation.  The problems for  AI are
ash contamination and required physical form of the regenerated
reactant.  Ash is intermixed and will cause melt character  to
change so the molten bath will not operate unless bulk removal of
ash precedes the injection/S02 removal.  The other problem  is
needing complex chemical and mechanical processing to regenerate
bicarbonate (rather than carbonate in the AGP process) and  to
crystalize, dry, crush, size, convey and store the regenerated
bicarbonate. EPRI has had Stone and Webster Engineering Corpora-
tion complete preliminary cost estimates for this combination
(6).  The cost of this combination is shown in Table 1 and  2.
The ACP process is expected to be less expensive than the process
described and is being estimated separately in follow-on economic
study work done for EPRI by Stone and Webster Engineering
Corporation.
                                03 C

-------
      ±LAbsorption/Steam Stripping
One system to symplify operations and potentially  reduce  cost  ir,
absorption/steam stripping  (7_) .  Dr. Gary Rochelle will address
this topic in his paper later  this session.  The steam stripping
concept is simple.  An aqueous solution with suitable reagent
absorbs the SO^ and the solution is regenerated by indirect  steam
heating to evolve a concentrated SC>2 stream.  The  simplicity is
an obvious advantage.  The question is whether a suitable reagent
can be found.  Peabody Engineered Systems and Spring Chemical
Corporation  have both proposed new additives to be used  in  this
process configuration.  Peabody has proposed citric acid  and
Spring has proposed glyoxalic acid (Nobel Hoechst) as reagents.
The theory of these approaches will be discussed by Dr. Rochelle.
The advantages, if successfully developed, are simplicity and
relatively low cost.  The processes should be capable of  being
combined with SC>2 reduction to produce elemental sulfur or the
product SC>2 fed to a sulfuric acid plant.  The former case econo-
mics are illustrated in Tables 1 and 2.  Additionally, where a
market exists, SC^ liquid can be sold directly.  SC^ liquid
transport normally requires dried SC>2 and the stripper product
does not normally meet this requirement.
The key process questions are steam use requirements for  strip-
ping,  solution stability and operability on coal derived  flue
gases which have ash, chloride and trace element contaminants.
EPRI intends to investigate this concept at least at lab  scale to
verify vendor claims and pursue this research line if claims are
proven.
Improve Existing Alkali Scrubbing Systems
Novel contactors may improve the performance  , cost and reliabil-
ity of current alkali scrubbing  processes for FGD.  For example,
the problems of scaling and high pressure drop may be solved by
simple designs such as the co-current contactor.  This concept
has been piloted at 0.7 MW scale (2200 ACFM) on coal derived flue
                                833

-------
gas at TVA's Colbert Station (8J .   This work was sponsored by
EPRI.   The concept uses a downflow co-current liquid spray-
augmented flow with bulk liquid separation directly into the
absorber sump via direction change.  High gas velocities with
resulting size and cost reduction, potential low droplet loadings
to the mist eliminator and simple design are advantages.  EPRI is
sponsoring further work on a 10 MW scale with TVA at the Shawnee
Test Facility.
The Chiyoda 121 process contactor will be described in a paper
later this session.  It could provide a single contactor that
removes SC^ with limestone and oxidizes the product to gypsum in
one vessel.  The reduction in unit operations and the elimination
of recirculating slurry pumps may reduce costs and simplify
maintenance.  This design allows gypsum formation in a single
step, without compromising the scale- preventing operating
conditions common in calcium sulfite slurry scrubbing.  This
process is being considered by EPRI and the Southern Company for
evaluation at Gulf Power's Scholz Station.  Gypsum production
should overcome the necessity for ponding.  This has been
demonstrated in the phosphate industry in Florida by their gypsum
disposal practices (stacking).
Jl-  ,r Solution Scrubbing and Dual Alkali Improvements
 'he concepts of retrofitting lime and limestone scrubbing to
 itilize clear liquor scrubbing, to use limestone feed rather than
to regenerate clear solutions  (hence without lime calcining
energy), and to produce gypsum rather than sludge are all useful
or innovative concepts.
The DOWA's Basic Aluminum Sulfate/Gypsum process (9) can be used
to retrofit lime/limestone scrubbers and meet these goals.  This
process uses acidic pH clear solution partially neutralized
aluminum sulfate instead of lime or limestone slurry, and should
not be susceptible to scaling.  Calcium sulfate can be easily
precipitated from the aluminum solutions and has the additional
                                834

-------
advantage of not leaching sodium compounds after disposal  (as
sodium dual alkali may do).  Development of the DOWA process may
be undertaken at 10 MW scale by EPRI and TVA in the latter part
of 1978 at Shawnee Station.
The idea of modifying sodium lime dual-alkali to limestone regen-
eration is also receiving attention.  CEA has done lab scale work
to investigate this and further development is being contemplated
by EPRI, EPA and Southern Company Services.
Conclusions
Specific subsystems and processes show promise for reducing oper-
ating problems and cost, decreasing disposal impact and lowering
energy use.  Processes for reducing SC^ to sulfur (Allied, Foster
Wheeler) can be combined with concentrating processes (Wellman
Lord and steam stripping).  Sodium processes such as simple
sodium scrubbing, dual alkali, and dry injection can be combined
with sodium reduction techniques such as TSK and AI to reduce
sodium use and disposal problems.  Simple processes like steam
stripping or Chiyoda 121 can be used to reduce operating
complexity.  New approaches that encourage limestone use and
gypsum production will be emphasized.  These approaches may
increase availability and energy efficiency of the process feed
and increase disposability of the product.
All of these concepts form a problem solving package for the
utility industry.  Many of the ideas are being actively evaluated
by EPRI and utility company sponsors at the hardware stage.
These evaluations will help utilities anticipate the costs and
benefits of the concepts.
                                835

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                           References
1.    Beychok, M. R.  and Slack,  A.  V.   "Options  for S02
     Reduction,"  EPA Symposium on Flue Gas Desulfurization,
     Hollywood,  Florida, November  7-11,  1977 (preprint).

2.    Hissong, D. W., Murthy,  K. S., and Lemmon,  W. A. Jr.
     "Reduction Systems for Fuel Gas  Desulfurization,"  CEP,  June
     1977 p. 73.

3    Slack, A. V.  "Status of TSK  Process," unpublished report to
     EPRI, March 1977.

4.    Gehri, D. C. and Oldenkamp, R. D.  "Status and Economics of
     the Atomics International Aqueous Carbonate Flue Gas
     Desulfurization Process" EPA  Symposium on  Flue Gas
     Desulfurization, New Orleans, Louisiana, March 1976,  Vol.
     II, p. 787.

5.    Lowell, P.  S.  "The Reduction of Magnesium and Sodium
     Sulfites and Sulfates,"  EPA Symposium on Flue Gas
     Desulfurization, Hollywood, Florida,  November 7-11, 1977
     (preprint).

6.    Meliere, K. A.  et al. "Preliminary Draft of EPRI Report  RP
     784-1," unpublished draft 1977.

7.    Rochelle, G. T.  "Process Synthesis and Innovation in Flue
     Gas Desulfurization," EPRI Special Report  FP-463-SR,  July
     1977.

8,    Robards, R. F., et al. "TVA's Cocurrent Scrubber
     Evaluation," ASME Winter Annual Meeting, Atlanta,  Georgia,
     November 27 - December 2, 1977 (preprint).

9.    Yamamichi Y. and Nagao,  J.  "The DOWA's Basic Aluminum
     Sulfate-Gypsum Flue Gas Desulfurization Process,"  EPA
     Symposium on Flue Gas Desulfurization, New Orleans,
     Louisianna, March 1976.   Vol. II, p.  833.
                                836

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LIMESTONE/GYPSUM JET  BUBBLING  SCRUBBING  SYSTEM
                             D. D. Clasen
                     Chiyoda International Corporation
                           Seattle, Washington

                                  and

                              H. Idemura
           Chiyoda Chemical Engineering & Construction Co., Ltd.
                            Yokohama, Japan
    ABSTRACT

        A development program initiated to integrate all the chemical and
    process steps of  conventional  limestone/gypsum  processes into one
    vessel has led to the development of a new limestone based process
    employing a new, more efficient gas-liquid contacting device. Flue gas
    is sparged  into the absorbent  through an array of vertical spargers
    generating a froth for efficient gas-liquid contact. SO2 is absorbed pro-
    ducing sulfite, which is oxidized  to  sulfate. Oxidizing air  from the
    bottom  supplies  sufficient oxygen to completely  oxidize  the  sulfite.
    Benefits derived from this new process are: simplicity of design, lower
    capital cost, energy conservation, elimination of  slurry recycle and L/G
    in the traditional  sense, essentially  100 percent  calcium utilization,
    saleable or easily disposable gypsum  byproduct,  and elimination  of
    calcium scaling problems.
        An  extensive research and development program that included
    operation of a 650-scfm pilot plant was conducted to provide  prereq-
    uisite data and information for the design and operation of a prototype
    plant. Construction is now underway on a demonstration plant at Gulf
    Power  Company's Scholz Steam Plant to demonstrate the  cost and
    energy effectiveness and operability of this advanced technology.
                                  837

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       LIMESTONE/GYPSUM JET BUBBLING SCRUBBING SYSTEM
INTRODUCTION
     A research and development program was initiated by Chiyoda
in 1975 to try and improve the reliability and cost to benefit
ratio of direct limestone scrubbing systems by incorporating
its commercially proven dilute acid scrubbing/gypsum technology.
     From this concerted effort, it was found that reactions in
the liquid phase, rather than the gas-liquid interfacial mass
transfer, had a critical effect on the absorntion of S02-
It was also concluded that scrubbing SO2 from the gas phase
by contacting with water droplets as in spray and packed towers
was less efficient than a process providing a continuous liquid
phase with SO2 removal effected by gas bubbling as in bubble cap
columns.  However, such conventional scrubber designs were not
applicable to handling slurries.  A new simplified design cap-
able of achieving high mass transfer was needed.
     Chiyoda's effort in this direction led to the development
of a totally new gas-liquid contacting device, the basis of a
new advanced process capable of high and efficient S02 and par-
ticulate removal.  This device, called a Jet Bubbling Reactor
(JBR), enabled Chiyoda to fully integrate and combine all the
chemical and process steps of its dilute acid scrubbing/gypsum
technology into one vessel, greatly reducing the complexities
and inherent problems associated with lime/limestone scrubbing
systems.
     As a result, initial investment, energy consumption, and
operating costs have been greatly reduced.  Compared to conven-
tional lime/limestone scrubbing systems, this new process fea-
tures an improved and simplified plant design.
                              838

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     Although this new process, called the Chiyoda THOROUGHBRED
121, may be thought of as a variation of conventional lime/lime-
stone scrubbing processes, there are distinct and advantageous
differences, the most important of which are summarized below:
        Complete integration of all chemical and process
        steps
        Simplicity of plant design
        Elimination of slurry recycle loop
        (L/G in the traditional sense)
        Complete and controlled oxidation
        (Sulfite present in only trace amounts)
        Essentially 100% limestone utilization
        Saleable by-product with superior dewatering,
        handling and disposal characteristics
        Elimination of scaling problems
        Ease and stability of operation
        (No critical control parameters)
        Elimination of mist eliminator problems
JET BUBBLING REACTOR
     The operation and mechanism of the Jet Bubbling Reactor are
depicted in the cut away view shown in Figure 1.  The reactor is
composed of two zones:  a jet bubbling zone and a reaction zone.
     Flue gas is sparged into a relatively shallow liquid layer
through an array of vertical spargers having their open ends sub-
merged 4 % 16 inches below the liquid surface.  A slotted gas
sparger is schematically shown in Figure 2.  High velocity gas
(16 ^ 66 ft/sec) entrains surrounding liquid creating a jet bub-
bling (froth) layer with a large gas-liquid interfacial area
providing effective S02 removal.  Sparging permits a gas super-
ficial velocity on the order of several thousand ft-Vft^-nr,
approximately ten times higher than the gas velocity in con-
ventional bubbling columns and produces a froth characterized by
high mass transfer.  The gas contact time ranges from 0.5 ^ 1.5
seconds.
                               839

-------
     The reaction zone is moderately stirred by both air bubbling
and mechanical agitation.  Oxidizing air is introduced at the
bottom of this liquid zone at several times the stoichiometric
requirement.  The liquid residence time, 1^4 hours, is con-
ducive to such slow steps as limestone dissolution and gypsum
crystal growth.
     The liquid flow pattern of the two zones is shown in Figure
3.  As can be seen, the liquid circulation continuously supplies
regenerated absorbent to the jet bubbling layer, eliminating the
need for an external slurry circulation loop (characteristic of
conventional wet scrubbing process) resulting in energy conser-
vation.
     The JBR is a single vessel, consisting of flue gas inlet and
outlet, air inlet, limestone slurry inlet, and gypsum slurry out-
let.  Air and mechanical agitation are also provided.  The SC>2
in the flue gas is absorbed, oxidized and neutralized in this
single reactor.
PROCESS CHEMISTRY
     The chemistry of this new process is similar to that of
conventional limestone scrubbing processes, but definitely dif-
ferent in that S09 is completely and intentionally oxidized to
sulfate (gypsum),  leaving only trace amounts of sulfite.
Additionally, all chemical and process steps are carried out in
one vessel.
     Overall reaction equation for the system:
          SO2 + CaCO3 + %02 + 2H20 + CaS04-2H2O + CO2
     As illustrated in Figure 1, the Jet Bubbling Reactor can
be divided into two zones which are both liquid phase continuous.
     Reaction equations in the jet bubbling (froth) zone:
          S02(g) £ S02(aq)
          S02(aq) 4- H20 -> H2S03
          H2S03 t HSO^ + H+
                              840

-------
          HS03 ^ S03~ + H4
          S03~ + %02(aq)  ' S0~~
          CaCO3(s)  * CaC03(aq)
          CaC03(aq) + H+ ^ Ca++ + HC03
          HC03 + H+ » H20 4- CO2
          Ca++ + S04~ 4 2H20 -> CaS04'2H20
     Reaction equations in the reaction  (liquid)  zone:

          o2(g)  ~t o2(aq)
          S03  4 %02(aq) -> S04
          CaC03(s)  * CaC03(aq)
          CaCO3(aq) 4 H+ ^ Ca++ 4 HCO~
          Ca4"1" 4 S04~ 4 2H2O -^ CaS04'2H20
          CaS04-2H2O -+ growth
     For the jet bubbling zone, gas phase mass  transfer of S02,
dissoLuLion of CaCCU and hydration of SOp to  give H+ are the
control!Lag steps.   For the reaction zone,  liquid phase mass
transfer of 02 and gypsum crystal growth are  the controlling
steps .,
P ROCES 5 DESCRIPTION
     A  schematic process flow diagram is given  in Figure 4.
The f]:u_ gas is introduced directly into the  Jet Bubbling Reactor,
quenched with water, and then sparged into  the  absorbent through
..in array 01 vertical spargers, generating a jet bubbling (froth)
layer.   5O2 is absorbed in the jet bubbling layer producing
'-•iJ t i t e >'lT:ich is oxidized completely to sulfate.   The cleaned
     •';;-'. "hen flows out the reactor through a mist eliminator
    :>:it I no stack.
     1 linie:-.tone slurry is pumped directly to the Jet Bubbling
Reactor to precipitate sulfates as gypsum.  The crystallized
gypsum by-produced, discharged from the reactor at a slurry
concentration of 10 ^ 25 wt.%, is pumped to the gypsum stack.
The solid-3 settle out by gravity and the supernatant (stack
overflow)  pumped back to the process.
                               841

-------
     A mixture of gas, liquid, and solids in the reactor is
maintained by gas bubbling and mechanical agitation.
     Gypsum By-product:   The gypsum by-product is of high
purity, typically 95 wt.% and higher depending on the quality
of the limestone used.  Its average crystal size is 50 ^ 100
microns in Stokes'  diameter and its settling velocity is greater
than 10 ft/hr.  The gypsum by-product is easily dewatered,
typically to 85 ^ 95 wt.% solids using centrifugation equipment
or 80 ^ 90 wt.% using filtration equipment.  Filtration rates
of up to 4,500 Ibs/hr per square foot are expected.  It can also
be thickened to a solids concentration of 70 wt.% by gravity.
     Gypsum, the dihydrate form of calcium sulfate, is one of
the most stable sulfur compounds known.  It is harmless to man
and has been widely used since the Egyptian Pharaohs first used
it as mortar in the construction of pyramids.  Today gypsum
is used primarily in the manufacture of wallboard, portland
cement, and in agriculture as fertilizer and soil conditioner.
DEVELOPMENT AND PILOT PLANT OPERATION
     An extensive research and development program that included
operation of a 650 scfm pilot plant was conducted to provide
prerequisite data and information for the design and operation
of a prototype plant.
     A schematic process flow diagram of the pilot plant is shown
in Figure 5.  The pilot plant is a fully integrated system in-
corporating all the features of a prototype design.  Major equip-
ment items together with their sizes and materials are listed
in Table 1.
Pilot Plant Test Results
     The pilot plant has been in operation since 1975, and has
been operated at both high and low sulfur conditions.  Flue
gases are generated by burning high or low sulfur heavy fuel
oil.
                               842

-------
     The major items tested were:
        SO_ removal
        Particulate removal
        Limestone utilization
        Operability
        Scaling
        Gypsum by-product
        Sparger design
     Typical pilot plant operating conditions and test results
are given in Table 2.   Physical properties of the by-product
gypsum are presented in Table 3.
     These test results show high SC>2 removal capability, essen-
tially 100% limestone utilization, and a sulfite-free, high purity
gypsum by-product.
     Limestone Utilization:   The pH or acid concentration value
was found to be the most important variable affecting limestone
utilization.  From Figures 6 and 7, it can be seen that limestone
utilization decreases with increasing pH and that limestone util-
ization is nearly 100% at a pH of less than 4.5.  It is of sig-
nificance that even for an extended residence time of four hours,
high pH operation did not give satisfactory limestone utilization.
     Scaling:   Sulfate scaling problems are generally known to
be associated with dissolution and precipitation of solids.  By
maintaining a gypsum crystal concentration within the range of
10 ^ 20 wt.%, and having sufficient liquid volume, the area for
gypsum crystal growth is increased and the degree of supersaturation
decreased.  As a result, gypsum precipitates only on the surfaces
of gypsum crystals eliminating calcium sulfate deposition or
scaling on the reactor walls and internals.
                               843

-------
     Calcium carbonate and calcium sulfite scaling problems
were not a problem due to complete oxidation of sulfite, nearly
100% calcium utilization and optimally selected pH and reaction
capacity per volume.
     Mist Eliminator:   Mist eliminator problems were not en-
countered during pilot plant operation due to complete oxidation
of sulfite, high limestone utilization and low entrainment.
     Particulate Removal;    High particulate removal capability
of the jet bubbling  (froth)  layer was confirmed during a series
of particulate removal tests with the prescrubber bypassed.
Removal efficiencies of 90% were achieved.
     Fluid Dynamics:   In addition to the integrated pilot plant
testing, a separate  facility was constructed with lucite panels
(for visual observation of flow pattern and stability) and
operated to study gas-liquid flow dynamics.  A series of tests
was conducted with air flows ranging from 650 ^ 12,000 scfm.
From these studies the optimum gas sparger design was developed.
ECONOMICS
     On the basis of the pilot plant test, process economics
were developed.  Table 4 lists the capital and annualized
operating costs based on a 200 MW coal-fired boiler burning
3% sulfur coal, 70%  load factor, 90% S02 removal requirement,
and ponding or stacking of the gypsum by-product.  The process
flow is the same as that discussed earlier in the PROCESS
DESCRIPTION section, and shown in Figure 4.
FEATURES AND ADVANTAGES
     The pilot plant tests have shown that capital and operating
cost and energy consumption can be greatly reduced and excellent
desulfurization and operability achieved by combining all the
process and chemical steps into one  vessel.   The salient feature
of the CT-121 process is the innovative and compact Jet Bubbling
Reactor which combines the absorption, oxidation, neutraliza-
tion and crystallization processes all into one vessel.  The

                              844

-------
advantages derived from this feature are summarized below:
        Simplified Plant Design
        As a result of single vessel simplicity, signifi-
        cant reductions in process equipment,  piping,  and
        plot area are achieved.
        Low Investment and Low Operating Costs
        The smaller number of process equipment, required
        plot area, and highly efficient utilization of
        energy and alkali result in low initial investment
        and operating costs.
        Elimination of Slurry Recycle Loop
        L/G (in the traditional sense)  has been eliminated.
        Absorbent is supplied by air and mechanical agitation,
        resulting in energy conservation.
        Easy and Stable Operation
        The only required process control parameter is the
        adjustment of the limestone feed rate.  There  are no
        critical control parameters.  A wide range of  boiler
        fluctuations can be tolerated without  deleterious
        effect.
        No Scaling Problems
        Although slurry is used for the absorbent, it  con-
        tains sufficient gypsum seed crystals  to prevent
        the deposition of the reaction products on the sur-
        faces of the reactor walls and internals.
        Essentially 100% Limestone Utilization
        By maintaining the pH at a relatively  low value,
        complete and controlled oxidation is achieved  en-
        hancing gypsum formation and alleviating scaling
        problems.
                              845

-------
        Gypsum By-product
        There is essentially no limestone or sulfite in
        the gypsum by-product.   The useful and saleable
        by-product is of high purity and can be marketed
        to wallboard and portland cement manufacturing
        plants or sold without further treatment or
        processing as fertilizer.  In addition, disposal
        cost of Chiyoda gypsum are substantially less.  Its
        physical properties and superior dewatering and
        handling characteristics allow it to be stacked,
        minimizing land requirement and ponding costs.
DEMONSTRATION OF 20-MW PROTOTYPE PLANT
     Construction is now underway on a 20-MW prototype demon-
stration plant at Gulf Power Company's Scholz Steam Plant,
Sneads, Florida, to corroborate and demonstrate the performance,
reliability, operability and the cost and energy effectiveness
of this advanced technology.  The test unit is expected to be
operational in June 1978.
                               846

-------
Water
Flue gas
          Air
                          Gypsum slurry
                 Figure I.  Jet Bubbling Reactor.
                                                          Clean gas
Limestone
Slurry
                               847

-------
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-------
       Tables. GYPSUM QUALITY.
Particle Size:

    Average Stokes' diameter
Chemical Composition (wt %):
    CaO
    SOs (Sulfate)
    as CaSO4 • 2H2O
    CaSOs (Sulfite)
    CO2
    as CaCOa
ph
Free Water (wt % on wet basis)
Mortar Strength (psi):
    Tensile
    Compression
    Bending
60 micron
32.14
45.59
98.02
undetectable
0.18
0.41

6.8

13.5
135
640
384
                     855

-------
Table 4. CAPITAL AND OPERATING COSTS FOR 200 MW UNIT.
  Design basis: 70% load factor, 3% sulfur coal, 90% SO2 removal efficiency.
Item
Capital Cost
Annual Operating Cost:
Electricity
Process water
Cooling water
Limestone
Labor
Maintenance
Sub Total
Capital Charge
Overhead
Total
Capital Cost per KW
Annuallized Cost



$ 0.02 / KWH
$0.1 / 1000 gal.
$ 0.05 / 1000 gal.
$ 10 /ton
$ 7.85 / man-hour
3% of Capital Cost

17. 5% of Capital Cost
10% of Direct Cost



Unit
$

$/Year
j j
M
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1 J
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1 J
$/KW
mills/KWH
Jet Bubbling
FGD
6,200,000

418,200
8,700
7,000
360,000
120,000
186,000
1 ,099,900
1,085,000
109,990
2,294,890
31.00
1.87
                             856

-------
            OPTIONS FOR  SO2  REDUCTION
                       Milton R. Beychok

                       Consulting Engineer
                        Irvine, California
                              and

                          A. V. Slack
                        SAS Corporation
                       Sheffield, Alabama
ABSTRACT

    Several of the more promising recovery-type FGD processes pro-
duce a concentrated  stream of SO2 that must then be converted to
sulfuric acid or sulfur, preferably the latter. This paper analyzes the
various processes that can be used for reducing the S02, with emphasis
on use of coal as the reducing agent. Experience in using coal for direct
reaction with S02 is reviewed, as well as gasification of coal or heavy oil
to give H2, CO, or syn gas as the reductant and to give an H2S/S02 mix-
ture suitable for The  Glaus reaction. Finally, both dry and  wet Claus
processes are discussed, particularly in  regard to integration into  an
overall FGD system  Costs are given wherever meaningful data could be
obtained and the comparative economics of sulfur as an FGD  product
are analyzed.
                              857

-------
                       OPTIONS FOR S02 REDUCTION
Introduction

          Most of the power plant FGD systems in current operation are
of the "throwaway" type, producing an end product sludge or mixture of
sulfur compounds which must be disposed of as a waste product.  Extensive
developmental work is underway on regenerable FGD systems that will
produce either sulfuric acid or elemental sulfur as the end product.
Many of the regenerable FGD processes produce an intermediate S0
product gas.  For example:
   Wellman-Lord                    85-90     10-15
   Shell-UOP CuO                   85-90     10-15
   Citrate (with stripping)         90        10
   TVA ammonia-ABS                  65        1-2           33~3^
   Bergbau-Forschung                20        60             20
   Magnesia slurry                 8-10       10            70-80

The purpose of this paper is to discuss some of the process options by
which the S02~rich gas from a regenerable FGD system can be converted to
elemental sulfur.  For many electrical utility companies, elemental
sulfur would be the preferred end product because:

     •  Sulfur is easily handled, stored and shipped (either in dry or
        molten form).

     •  Sulfur can be sold for use in many industrial applications.

          In general, the production of sulfur from SOo requires the
chemical reduction of SOp either directly to elemental sulfur or through
the intermediate reduction of some of the SOg to

                  SO     reduction ^  Sulfur
Direct:
 Intermediate:            reduction
                            2/3
           S02   ^-^                                X   reaction
                                                        Catalytic ^ Sulfur
                                          858

-------
An example of the direct reduction using carbon as the reductant would
be:

        C  +  S02 - »C02  +  S

which is the basic chemistry underlying the RESOX process for converting
SOg to sulfur.

          An example of the intermediate reduction of SOg using either
hydrogen or carbon monoxide as the reductant would be:
        S02
S0
     2  +  JCO  +

By combining the HUS with the remaining S02, elemental sulfur is produced
via the classical Glaus reaction:

        2H2S  +  S02« - * SHgO  +  JS

Thus 3 nols of reductant (Hg  +  CO) is required to reduce 1 mol of S02
to the intermediate HrjS.  However, the overall conversion of S02 to sulfur
via the intermediate method only requires 2 mols of reductant (Hg  +  CO).

          Methane could also be used as a reductant but the current energy
shortage involving natural gas (methane) and petroleum makes it highly
unlikely that methane can be seriously considered as a reductant for use
in power plant FGD systems.
Process Routes From SO^ to Sulfur

          Figure 1 is a schematic flow sheet of the process routes for
converting FGD-derived SOo to sulfur as they will be considered in this
paper.  It depicts the following:

     •  The direct reduction of S02 to sulfur using coal carbon via the
        RESOX process.

     •  The conversion of S02 to sulfur in Glaus units (either gas or
        liquid-phase) using H2S produced by the intermediate reduction of
        S02.

     •  The production of reducing gas (E?  +  CO) from either coal
        gasification or the partial oxidation of heavy oil.
                                   859

-------





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860

-------
Another process option which could be considered, and which is not included
in this paper for the sake of brevity, is the intermediate production of
    by the reduction of a portion of the end product sulfur.
Direct Reduction by the RESOX Process

          Although the simplest approach is direct reduction with bituminous
coal, the impurities in coal make this a difficult route.  The earliest
effort on direct reduction seems to have been the work by Consolidated
Mining and Smelting (now Cominco) in British Columbia, in which a
concentrated SOg stream obtained by thermal stripping of ammonia scrubber
effluent solution was passed through a bed of hot coke along with oxygen.
The method was reasonably successful but was abandoned in favor of an
acidification process that produced sulfuric acid and ammonium sulfate.

          More recently, the Foster Wheeler Energy Corporation has done
pilot plant work on a similar process using anthracite coal instead of
coke; the method is called RESOX (Fig. 2; Bischoff, 1975).  The pilot-
plant work is reported to have been promising (Steiner, 197*0 but tests
at Gulf Power's Scholz station in a 20-mw experimental unit were not
conclusive.  Currently, EPRI is developing a program with the federal
government of West Germany in which RESOX will be tested in conjunction
with the 45-mw carbon adsorption unit now being operated at STEAG's
Kellermann station in Lunen.  The carbon system (Bergbau-Forschung) produces
a fairly rich stream of SOp (about 20$) suitable for feed to the RESOX
unit.

          One of the main features of the RESOX process is use of steam
along with the SOo in order to make operation practicable at relatively low
temperature, in the range of 1100 to 1500° F as compared to 2200 to 2300° F
in the Cominco tests — in which use of steam was not emphasized.  The
effect of HgO/SOg ratio in the pilot plant tests is shown in Fig. 3.

          One of the problems is that elemental sulfur is not the only
product;  H^S , COS, CS2, and other sulfur compounds are formed in significant
amounts depending on various factors.  For example, Fig. 3 shows that
about k mols of Hr>0 are required per mol of SOo to get an SOg reduction
of 90$ or higher.  However, the high H20/S02 ratio also promotes formation
of H2S rather than S when the temperature is above 1200° F.  Sulfur
formation is favored at lower temperature but conversion falls off as
temperature is decreased.  Under conditions that give 100% SOg reduction,
the product is about 90$ sulfur and the remainder other sulfur compounds.

          There are several other questions that need to be resolved in
further work on the process.
                                   861

-------
                                                               test 602
Crashed Coat
                                    FIGURE 2
                                  RESOX PROCESS
                                          862

-------
1
80
   70
                 Ofrer Parameters  Constant
        12
      Mot fot/o,
                       3
                       To SOZ
               FIGURE 3
 EFFECT OF WATER VAPOR IN RESOX PROCESS
               863

-------
     1.  Adaptability  to various  front-end  systems.  R'sSOX  requires  a  low
        oxygen  content in  the  feed gas in  order  to  pi-event carbon
        combustion.   Wellman-Lord and Bergbau-Forschung  off-gas  seem
        acceptable  but not that  from magnesia  scrubbing.   The  Bergbau gas
        is  quite  suitable  since  it already has  the  proper  HpO/ SO^ ratio
         (see  earlier), but HgO can be added in other  processes.
         Low  S02  in  the  feed gas would also  reduce degree  of  reduction.
         At 25% SCL,  about  90$  conversion  to sulfur would  be  expected
         but  at 5$ S02 only J5%.   Below  % S02  the efficiency falls  off
         drastically.

     2.   Use  of bituminous  coal.   Although use  of anthracite  is  probably
         acceptable  from the economic standpoint, the  process would  be
         much improved if bituminous coal  could be used.   There  is  some
         indication  that this can  be done, with the volatiles acting also
         as reductants.   The main  problem  is in using  caking-type coals,
         for  which a  precarbonization step probably would  be  necessary,

     J.   Temperature  control.   Because of  the several  variables, reactor
         temperature  is  best controlled  by adjusting conditions  to  give
         a temperature somewhat below optimum and then adding air  for
         "trimming".   This  makes any variation  in the  oxygen  content of
         the  inlet gas a problem.

     ^-.   Energy efficiency. The coal is only about half, consumed  in the
         reduction step. It is proposed to  use the residue either  as  fuel
         in the boiler or as an adsorbent  for SOg  (in  the  Bergbau-Forschung
         process).   Each of these  presents some problems,

     5«   Sulfur   ondensation and purification.   The dust arid  other  impurities
         in the sulfur vapor evolved from  the reduction vessel cause
         problems in condensation  and purification,

          Notwithstanding these difficulties, direct reduction with coal is
a relatively  simple  and  promising  approach.

          Capital cost estimated  for RESOX in 1975 was $6.50  per kw for  a
500-mw boiler burning k.Jfo  S coal  (Bischoff  and Steiner,  1975).  This  is a
preliminary estimate, however,  and subject to change as more  is learned
about the process in the STEAG  tests.  More  recent estimates  are in the
range of $8 to $16 per kw,
                                          864

-------
          For coal gasification, Table  j>  (see  later) indicates a capital
cost of $ U;
$6 giving a total of $17>  to  $16  per kw.   Scaling  this  to SCO  inw gives
$20 to $2? as compared  to  the  $8-10 estimated  for RESOX.  Thus RKSOX Is
likely to retain a considerable  capita] cost, advantage even it" the
development work indicates a highei cost  than  now estimated.

          For annualiT-.ed  cost, Table  3  shows that capital charges and co.s'.
of coal make up over 90$  of  the  total cost  of  gasification, with the two
about even at $"f>0 per ton of coal.  The amounts of  coal for R.ESOX furl
gasification-Glaus appeal  to be  roughly  the same  but if anthracite is
required for RESOX tine coal  expense '"terns will be larger becau.se of the
higher cost of anthracite.  Thus the  capital charges for RESOX are likely
to be less than for the gasification  route  but the  coal cost  may be higher
A definitive comparison cannot he made  at this time;  much depends on
whether RESOX can be adapt.ed Lo  bituminous  coal and  what the  capital <;.,•;-
turns out to be.
Coal Gasificatiqri to Produce Reducing

          Goal gasifiers  that operate at  essentially  atmospheric  pressur
are best suited for the application considered  in  this  paper  since hyd<".>
and carbon monoxide are the desired products  (rather  than methane) and
since the product reducing gas is only required  at a  low  pressure.  Th6 gysifiers in 16  locations.   Other  than upda
the designs to accommodate current environmental restrictions on  jir
pollution, wastewater, and waste solids disposal,  coal  gasification ^.an
considered to be commercially proven  technology.

          Table 1 is a comparison of  the  available atmospheric  ptessure
gasifiers; some of the key points are:

-------
     •  Koppers-Totzek is primarily limited to the use of oxygen blowing.
     •  Winkler and Wellman can be designed for either air or oxygen.
     •  Riley-Morgan and Wilputte are primarily limited to air blowing.
     •  Those gasifiers operating at above 1200° F (Koppers-Totzek and
        Winkler) produce no tars, oils or phenols.  The others operate
        below 1200° F and will produce such impurities.

From the viewpoint of capital cost and of operational simplicity, the
need to provide oxygen for gasification is probably a drawback for the
application considered in this paper.  From the viewpoint of wastewater
treatment requirements as well as operational simplicity, a gasifier
which does not produce tars, oils or phenols would be preferable.  Hence,
on a purely qualitative basis, the Winkler gasifier is probably the best
"fit" for providing reducing gas to FGD systems.  However, a quantitative
economic analysis of the alternative gasifiers should be made before
making a selection in any specific case.

          Table 2 defines the SC>2 reduction needs for a 1000 mw power
plant FGD system, based upon burning 3.5 wt % sulfur coal and removing
and recovering 90$ of the coal sulfur in a regenerable FGD unit.  The
total S02 recovered by the FGD unit would be 630 tons/day and 2/3 of that,
or 420 tons/day, would need reduction to HoS for use in the subsequent
Glaus plant to produce elemental sulfur.  The amount of (Hp  +  CO)
reductant required would be 14.9 MM SCF/day.

          As shown in Table 2, based upon the reductant (Hp  +  CO) yields
in Table 1, the amount of dry coal that would need to be gasified ranges
from 250-300 tons/day.  Depending upon which gasifier type is selected,
the number of commercially available modules would range from 1 to 5
exclading any modules needed to provide the desired onstream reliability.

          Table 3 presents the estimated capital investment and annualized
cos'-s  jf an air-blown gasification plant for producing 14.9 MM SCF per
day of reductant (Hp  +  CO) from 300 tons/day of coal:

     •  Capital investment = $8,000,000-$10,000,000
     •  Annualized costs   = 0.58-0.77 mills/KWH of power plant output
                             (assuming a 75$ Load factor)

          Battelle has also estimated gasification costs, in a study for
EPA  (Hissong, 1977)-  Conclusions were as follows:

     1.  Capital cost for air-blown gasifiers adequate for 1000 mw of
         capacity  (3-5$ S in coal) is on the order of  $8 to $8.50 per kw.
                                          866

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-------
                           TABLE 2
              REQUIRED GASIFIER COAL CAPACITY
                            FOR
            1,000 MW COAL-FIRED POWER PLANT FGD
Power plant output
Station heat rate
Coal heating value
Coal sulfur
Assumed conversion of coal sulfur to S02
Assumed FGD SO2 removal
Be '-ler coal consumption        ,.             _
                 = 1000(10 x lO°)(24)/24 x 10 =

Boiler coal sulfur
                 = 0.035(10,000)=
SO2 removed in FGD
                 = 350(64/32)(0.90)=

SO2 to be reduced to H2S
                 = 630(2/3)=

REQUIRED GASIFIER COAL:
1 ton of SO2 reduced requires8
                   (2000/64)(3)(379):

                      SCF H2 + CO
                     per ton of dry
                     qasifier coal"
Koppers-Totzek
Winkler
Wellman
Riley-Morgan
Wilputte
59,800
49,700
49,020
49,880
51,170
                         1,000 MW
                       10 x 106 Btu/MWH
                       24 x 106 Btu/ton
                          3.5 wt %
                          100 %
                           90 %


                        10,000 tons/day


                           350 tons/day


                           630 tons/day


                           420 tons/day
                       35,531 SCF H2 + CO

                T/D of dry gasifier coal
                   required to reduce
                     420 T/D of SO2
250
300
304
299
292
"l"
"l"
"4"
"4"
"5"
c




Notes« a  Based on stoichiometric hydrogen plus carbon monoxide
          required to reduce SO2 with no credit for any methane
          or H2S present in reductant gas.
       b  See Table 1 for yield and composition of gasifier
          product gases.
       c  Number of gasifers required based  on module sizes  in
          Table  1 .
                                 868

-------
                         TABLE 3


                    GASIFICATION COSTS
BASIS: 1,000 MW power plant* at 75 % load factor

       300 T/D of coal gasified in air-blown units
       (Winkler, Wellman, Riley-Morgan, Wilputte)


CAPITAL INVESTMENT COST               $8,000,000 - $10,000,000

ANNUALIZED COSTS:
                                      $/year            $/year
                                  ($!5/ton coal)    ($30/ton coal)

Gasifier coal                        1,233,000         2,466,000
Utilities                               70,000            70,000
Labor                                  288,000           288,000
Capital related costs
   at 25 % per year                  2,225,000         2,225,000

                                     3,816,000         5,049,000

mills/KWH of power plant output         0.58              0.77
* As defined in Table 2 .
                             869

-------
     2.  SOo inlet concentration has only a minor effect on capital cost.

     3.  Oxygen blowing increases investment by about 20%.

     4.  For annualized cost,  SOg concentration also has a  relatively minor
         effect (an increase of 0.05 mill per kw hr when the SOg is dropped
         from 8?/c to 25fo).  Oxygen blowing raised the cost by 0.14 mill.

          Figure 4 is a composite, conceptual flow diagram of the various
gasifier systems as they might be adapted to the production of reducing
gas for an FGD system.  Since the gasifiers are not being used to produce
a fuel gas, there is no need to remove H^S or organic sulfur for
environmental reasons.  Nor is there any requirement for shift conversion
(of CO to COg) and removal of CO^ to enhance the Btu content of the
gasifier product gas.  However, the product gas will need to be cleansed
of any tars, oils, phenols and particulates.  (The technical literature
on coal gasification could well profit by a carefully defined study and
design of the gas treatment sequence required to produce a  cleansed
reducing gas for application in FGD systems.  The successful demonstration
of such a design would be very helpful in the development of regenerable
FGD systems.)


Heavy Oil Partial Oxidation (Radian. 1977; Gas Handbook, 1975)

          The partial oxidation of heavy, residual fuel oil is a viable
alternative to coal gasification in the production of reductant gas (H2  +  CO)
for use in FGD systems.

          There are two well-established, commercially proven partial
oxidation processes, one offered by Texaco and one by Shell Oil.  Both
processes are non-catalytic and both were developed to provide synthesis
gases for the subsequent production of hydrogen, ammonia, and methanol.
The two processes are in operation at over 95 installations with a combined
capacity of over two billion SCFD of hydrogen and carbon monoxide.  On-
streata factors of 95$> °r better have been achieved.

          Table 4 presents the product gas composition and  yield from a
heavy oil partial oxidation unit using air (rather than oxygen).  As
noted earlier herein, the 1000 mw power plant FGD system defined in
Table 2 requires Ik.9 MM SCFD of reductant (t^  +  CO).  Based on the yield
in Table 4, this would require a partial oxidation feed rate of about
1,100 barrels/day of heavy oil.  The capital investment and annualized
costs for such a plant would be approximately:
                                          870

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                          TABLE  i\-
                 FUEL OIL PARTIAL uX"l DATION
 'yp.j 01 ol
Oil neating  Vctlue (HHV)
Air or oxygen

Product gas, inol  % dry:
               CO
               H2
               «2
               CH4
               CO 2
               Mol  weight

Product gas  (dry)  yield:
        SCF/barrel of oil

h';,) + CO (dry)  yield;
        SCF/barrel of oil
 Fut'l oil
6,UOO,000  Btu/barrel
    Air
    ?A
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-------
     •  Capital investment = $8,000,000-$10,000,000
     •  Annualized costs   = 1.0-1.1 mills/KWH of power plant output
                             (assuming a 75$ load factor)

Feedstock oil costs were assumed to be $12 per barrel.

          Figure ^ is a schematic flow diagram of a heavy oil partial
oxidation plant.  Single reactor modules are capable of producing 110 MM
SCFD of reductant (Hg  +  CO) from feed rates of 8,100 barrels per day.
Thus, the requirements of a 1000 mw power plant FGD system would easily
be accommodated within a single reactor module.  After cooling in a waste
heat boiler, the partial oxidation product gas is water-scrubbed free of
soot and then cooled further.  The soot is extracted from the resultant
carbon-water slurry by a light oil (naphtha) and the resulting carbon
pellets are recycled back to the reactor by being slurried (or homogenized)
with the incoming oil feedstock.
Reduction of
          Conversion of SO^ to HgS is a fairly new practice, becoming
significant with the advent of FGD systems.  Three processes have been
operated, one on a commercial basis (Allied Chemical) and two in test
units (IFF and BAMAG).

          A 1 1 j e d jCh , emi c a I :   Allied developed an SOg reduction process
mainly for use in smelters  and later used it on FGD systems.  The reducing
agent is methane which, as  noted earlier, is not likely to be available
for FGD use in the U. S.  However, the process will be described since the
operation is much like that when H^/COfrom a gasifier is used as the
reducing agent.

          Allied has installed the process at the Falconbridge smelter in
Canada, the EPA FGD test facility (Wellman-Lord ) at the Dean H. Mitchell
station of Northern Indiana Public Service, and a full commercial FGD
system (soon to start up) at the San Juan station of New Mexico Public
Service.  Descriptions have been given in several papers (Lakatos, et al.,
1976; Hunter, 1975, Mann, et al. , 1972; Bierbower and Van Sciver, 197*0.

          A simplified drawing of the system is shown in Fig. 6.  A rich
SOp stream (85-90$) from the Wellman-Lord process is mixed with natural
gas and fed to the SOp reduction unit, a catalytic reactor-regeneration
combination operated at a temperature above 1500° F.  The incoming gas
is heated and the exit gas cooled in two cyclic regenerators.  Nearly
half of the S02 is converted to sulfur in the reactor by direct reduction.
                                   873

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874

-------
    /2vX Gas fiscycte To ScrtsAber
                      I    I
                  Pegenercrfors
                                          C/aus Syste/n
                                                    Condenser
                                            II
               Deduction
                       Sulfur
                       Storage
                                        Sulfur /Recovery
\
              FIGURE 6


ALLIED CHEMICAL SO^ REDUCTION PROCESS





                     875
    \

-------
The remainder is converted to the desired 2:1 HgS/SOo mixture needed
for the Glaus reaction.  A two-stage Claus is used.   Unoxidized sulfur
compounds are incinerated and recycled to the scrubber.

          Capital cost projected for the process is  about $9 per kw for
a 500-mw system.  This is for a unit treating a 100% stream of S02J at
lower SOo concentrations, the cost increases rapidly, to about $11 at
SOg and $18 at &$>.  Annualized cost is not applicable since much of it
is in the cost of the natural gas.

          IFF:  In the 30-mw FGD test unit operated  up until last year by
IFF (institut Francais du Petrole) at the Champagne  station of Electricite
de France, the S02 was reduced with a Hp/CO mixture  made by partial
oxidation of natural gas with air.  The system is basically like the Allied
process described above except that a wet-type Claus unit is used (IFF
design).

          There were two reducer vessels in series in the test system,
each packed with catalyst, but a single reducer probably would be used for
a commercial plant.  There is no sulfur condenser ahead of the Claus unit,
since the single wet-Glaus tower both completes the  SOp conversion and
condenses all the product sulfur.

          The reducing gas feed is adjusted to give  an I^S/SOp mol ratio
of about 2.2 in the Glaus-inlet gas.  The Glaus-outlet concentrations are
1800 to 2600 ppm HpS and 300-600 ppm S02, representing an overall S02
conversion to sulfur of about 90$.

          Costs are not relevant at Champagne because natural gas was used
as the raw material.  The main significance is that  a Hg/CO mixture worked
well as a reductant for SOo-

          BAMAG:  The Bergbau-Forschung test unit at STEAG's Kellermann
station produces a gas stream containing about 20$ S02, which is treated
in a BAMAG unit to produce sulfur.  The reducing agent is town gas,
containing about 60$ Hg, 6$ CO, and 26/o CH^  +
          The BAMAG is similar to the others in that a high- temperature
reactor is followed by Claus reactors.  The former is called a "burner",
operated at about 1850° F and apparently without catalyst.  From 60 to 70$
of the SOo is converted directly to sulfur in this unit and condensed from
the gas before it passes through the three Claus reactors in series.
                                          876

-------
          The main problems are as follows (Knoblauch, 19?6).

     1.  Impurities such as dust, chloride, and fluoride in the S02 stream
         must be removed to prevent damage to the Glaus catalyst.

     2.  If the system must be shut down often, as may be necessary for a
         low- load boiler, the catalyst probably will have a lite of only
         about two months.
Gas-Phase Glaus Plant (Goar, 19T5j personal communication, 1977)

          The conventional gas-phase Glaus plant design, as used for
decades in literally hundreds of petroleum refineries and natural gas
desulfurization plants, usually processes feedstock gases containing
20-90$ H2S and essentially no S02.  Such a plant is depicted in Figure 7,
Since the Glaus chemistry requires a reactant gas of 2/3 HpS and 1/3 S02
by volume:
and since the typical feedstock gas to the Glaus unit contains no S02,
the conventional Glaus unit includes a reaction furnace wherein air is used
to burn 1/3 of the HpS to S02 and to attain the sulfur conversion reaction
temperature.  The reaction product gases are then cooled (in a waste heat
boiler or condenser) to remove molten sulfur.  The residual gases are
reheated and passed over a catalyst bed to produce more sulfur which is
then condensed out.  To achieve about 95-97$ sulfur conversion efficiency,
the plant requires 3 catalyst bed stages (converters) in addition to the
front-end combustion and reaction furnace.  The residual gas (tail gas)
from the final condenser is passed through a coalescer to remove entrained,
molten sulfur and then goes either to a thermal incinerator, or to a tail
gas desulfurization unit (if required to meet environmental restrictions).

          In the application being considered in this paper, the feedstock
gas from the FGD unit would contain 20-90$ S02 and no HgS.   The Glaus
chemistry requirement of 2/3 HpS and 1/3 S02 by volume would be met by
reducing 2/3 of the S02 to I^S in the reduction unit (see Figure l).  Hence,
the Glaus plant has no need for the inlet reaction furnace to burn any of
the feedstock gas.  In fact, the feedstock gas from the reduction unit
would probably be routed directly to the first stage catalytic converter,
with provision for reheating if needed.

          As noted earlier herein, the 1000 raw power plant FGD system
defined in Table 2 recovers 630 tons/day of S02 which is equivalent to a
Glaus plant feedstock sulfur content of 315 tons/day.  The capital
investment cost for a gas-phase Glaus plant of that capacity would be
approximately $5, 000, 000- $6, 000, 000.


                                    877

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Liquid-Phase Glaus Unit (Radian, 1977)

          Figure 8 is a schematic flow diagram of the liquid-phase Claus
reactor developed by IFF (institute Francais du Petrole).  The Claus
chemistry is carried out at a relatively low temperature (about 300° F)
in a catalyzed solvent.  Product molten sulfur is withdrawn from the
bottom of the packed tower reactor.  The exothermic heat of reaction is
removed and recovered from the circulating solvent.  The desulfurized
offgas from the reactor is sent to a thermal incinerator.

          The catalyzed solvent is reported to be a polyethylene glycol
solution containing a metal salt catalyst.  IFF now has at least 20 units
in commercial operation.

          The IFP-1 process as depicted in Figure 8 was developed for
processing tail gases from conventional gas-phase Claus units.  It has been
reported that such a plant processing 50 T/D of sulfur equivalent requires
a capital investment of $3,000,000.   Scaling that cost to the 315 T/D of
sulfur equivalent required for the 1000 mw power plant FGD system (defined
in Table 2) would give an estimated capital investment of $10,000,000,
considerably more than the estimated cost of a conventional gas-phase Claus
unit processing the same 315 T/D of sulfur equivalent.
Economics of Sulfur

          Whatever the process route for reduction, sulfur is a relatively
expensive product for FGD in comparison to processes that give oxidized
products such as sulfuric acid or ammonium sulfate.  Recent estimates
on overall cost, based on the same front end (Wellman-Lvrd) for scrubbing
and SOo evolution, show a slightly higher investment for sulfuric acid
(about $4 per kw for a 500 mw system) but a lower annualized cost (including
capital charges) of about 0.45 mill per kw hr (roughly equivalent to
$1.05 per ton of coal).  This represents a cost reduction of about 7«3$
by making sulfuric acid.

          These figures are before credit for sale of the product.
Sulfuric acid normally brings a higher sales revenue than for sulfur (about
65^ higher in the above estimates) but marketing problems may offset much
of this advantage.  It must be concluded, however, chat acid should have
an advantage in most situations.

          Ammonium sulfate, which is simpler to produce than either sulfur
or sulfuric acid, should have even more of a cost advantage over sulfur.
No cost estimates appear to be available for comparison.  However, sulfate
has the drawback of a more limited market than for acid and sulfur.
                                    879

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Summary

          Since there are several "front-end" processes that give a rich
stream of SOo as an intermediate product, it is desirable to have an
economical method for reducing SO^ to sulfur, a more desirable product
in several respects than sulfuric acid or ammonium sulfate.  Petroleum-
based materials such as natural gas or light oil fractions are the preferred
reductants because of relatively low investment and simplicity of
operation, but unfortunately are in short supply.  Thus coal is the logical
reducing agent.

          Coal can be used either as a direct reductant, as in the RESOX
process, or by gasifying it to give a tkrj/CO mixture that can be used in a
combination procedure—first reducing the S02 to an I^S/SC^ mixture and
then converting this to sulfur by the standard Glaus process.  A
considerable amount of direct reduction occurs in this technique also, but
it is not practicable to go all the way, thus making the Glaus step
necessary.

          Since RESOX involves only one step instead of three, the capital
cost should be lower than for the gasification-Glaus route.  However, the
method is not far enough along for definitive cost evaluation.  The lower
capital cost may be offset by the need to use a special and more expensive
type of coal.

          The main competition to RESOX may come from the AGP ("Aqueous
Carbonate Process") in which coal is also used as the reductant but to
reduce Na^Soy NaoSOij. rather than S0£.

          A test of direct reduction with coal will be made in Europe.
Gas from a coal gasifier has not yet been tested for SOo reduction but
gases somewhat similar in composition have been used in two sizeable test
units, also in Europe.  Tests with coal gas appear warranted; the type of
gasifier best suited for SOo reduction is one that is air blown and that
operates at a high enough temperature to avoid tar and phenol production.
The only purification necessary would be dust removal.

          For FGD processes that give SOg as an intermediate, sulfuric
acid may be a better product than sulfur.  Production cost should be lower
and sales revenue higher in most situations.  However, sulfur has some
major advantages in regard to marketability.
                                    881

-------
                              REFERENCES
 1.   Banchik,  I. N.  "Winkler Process for the Production of Low-Btu Gas
     From Coal,"   IGT Symposium on Clean Fuels From Coal, Chicago,
     Sept.  1973-

 2.   Banchik,  I. N. , "The Winkler Process, A Route to Clean Fuel From Coal,"
     EPA Symposium on Environmental Aspects of Fuel Conversion Technology,
     Florida,  Dec.  1975.

 3.   Bierbower, E.  G. and VanSciver, J. H.  "Allied 's S02 Reduction System"
     CEP. Aug.
 4.   Bischoff, W.  H.,  Jr.,  and  Steiner, P.  "Coal Converts S02 to S,"
     Chem.  Eneg..  Jan.  6,  1975,  p 74.

 5.   Bodle, W. W., and Vyas, K.  C.   "Clean  Fuels From Coal,"  Oil and Gas
     Journal, Aug. 26,  1974.

 6.   Farnsworth,  J.  F.  et  al.,  "Production  of Gas From Coal by the Koppers-
     Totzek Process,"   IGT Symposium on Clean Fuels From Coal, Chicago,
     Sept.  1973.

 7.   Farnsworth,  J.  F.  et  al.,  "Clean Environment with Koppers-Totzek
     Process," EPA Symposium on Environmental Aspects of Fuel Conversion
     Technology,  St. Louis, May 1974.

 8.   "Gas Processing Handbook,"  Hydrocarbon Processing, April 1975.

 9.   Goar,  B. G.,  "Glaus Tail-Gas Cleanup - Parts 1 and 2,"  Oil and Gas
     Journal, Aug. 18  and  Aug.  25,  1975.

10.   Hissong, D. W., Murthy, K.  S.,  and Lemmon, W. A., Jr.  "Reduction
     Systems for  Flue  Gas  Desulfurization"  CEP. June 1977, P- 73-

11.   Hunter, W. D. Jr.   "Reducing S02 in Stack Gas to Elemental Sulfur,"
     Power . Sept.  1973.

12.   Knoblauch, K, Schwarte, J. , Grochowski, H. , and Juntgen, H.  "Operational
     Experience  in Conversion  of S02~Rich Gases  From a Flue Gas Desulfuriza-
     tion Installation to  Elemental  Sulfur," Sonderdruck aus Dechema -
     Monographien, Band 80, Teil 2/1976.

13.   Lakatos, S.  F., Michener,  A. W.  Jr., and Hunter, W. D. Jr., "Current
     Status and Operating  Plan,  Wellman-Lord/ Allied Chemical FGD System,
     NIPSCO D. H.  Mitchell Generating Station."  EPA Symposium on Flue
     Gas Desulfurization,  New  Orleans, Louisiana, March 8-11, 1976.

                                    882

-------
14.   Mann,  E.  L.,  Craig,  T.  L.,  Hunter, W.  D.,  and  Plaks,  N.   "S02~
     Abatement System Builds on  Success."   Electrical World.  Nov.  1,  1972.

15.   McCaleb,  T.  L.  and Chen, C.  L.,  "Low  Btu Gas as  an Industrial Fuel,"
     CEP, June 1977-

16.   Personal  Communication, D.  K.  Beavon  of the Ralph  M.  Parsons  Company,
     1977.

17.   Radian Corporation,  "Evaluations of Regenerable  Flue  Gas Desulfurization
     Procedures,"   EPRI Report FP-272,  Jan.  1977.

18.   Steiner,  P.  et al.,  "Process for Removal and Reduction of Sulfur
     Dioxides  from Polluted  Gas  Streams,"   Paper presented at the  l67th
     National  Meeting of  the American Chemical  Society, 1974.
                                          883

-------
 THE REDUCTION  OF  MAGNESIUM AND SODIUM
               SULFITES  AND  SULFATES
                       Philip S. Lowell

                    P. S. Lowell & Co., Inc.
                        Austin, Texas
ABSTRACT

    The reduction of the sulfites and sulfates of magnesium and sodium
to elemental sulfur is a consideration in air pollution control processes
both as a process option and as a means of regenerating magnesium
and sodium compounds for recycle. The chemical basis for sulfate and
sulfite reduction is considered in this paper.  Both the thermodynamic
and kinetic limitations are explored. A calculated process design for the
production of elemental sulfur from magnesium sulfite/sulfate is given
and  discussed. The  sodium system is more complex  than  the
magnesium system.
    It was concluded that both thermodynamic and kinetic considera-
tions are important in either process. The magnesium salts require less
reducing gas than the sodium system because the oxide rather than the
sulfide is produced in the reduction step. The process temperature has a
lower limit imposed by  gas phase kinetics.
    Sodium sulfite/sulfate reduction is more complex because of the
extreme chemical  stability  of the sodium salts compounds. Sulfide
formation  occurs  so  that  excess   reductant is  required.  High
temperatures are necessary because of solid and gas phase kinetics.
The endothermic nature of the reaction requires that heat be  added.
                              884

-------
                    THE REDUCTION OF MAGNESIUM AND SODIUM
                            SULFITES AND SULFATES
1.    INTRODUCTION

      Several flue gas desulfurization (FGD) processes use magnesium or sodium
compounds as process intermediates.  For instance, in the magnesium oxide
process the overall reaction scheme is:
      Sorption:                MgO + s°2(dilute)  •»  MgS03

      Regeneration:         MgS03  -  MgO + S02 (concentrated)
      Overall:              S02,,...   N  •>  S02,            ,N
                               (dilute)        (concentrated)
      Examples of systems in which sodium compounds are intermediates include
the Wellman-Lord and double alkali processes.  Sulfite (sulfur in the +IV
oxidation state, e.g., SOs2, HSOs, or NaSOs) passes through the processes
in some combination with the sodium ion.
      Unfortunately some of the sulfites are converted to sulfates (sulfur
in the +VI oxidation state, e.g., SO^2, HSO^, or NaSOO .  Because the sulfates
of magnesium and sodium are more stable than the corresponding sulfites,
special means must be provided for their removal from these cyclical processes.

      Various options are available for the removal of sulfates from the
cyclical process.  Some of these are:
               purging and waste disposal,

               decomposition to sulfite or equivalent with the
               Mg (or Na) returned to the process,
                                       885

-------
               reduction to elemental sulfur with Mg (or Ma)
               returned to the process.

      At present most of the regenerative processes produce sulfuric acid.  It
would be of value to have the process option to produce elemental sulfur.

      The EPA has addressed these questions for the magnesium oxide wet scrubbing
process in work sponsored at Radian Corporation and reported by Lowell1, et al.
                           r\
and Schwitzgebel and Lowell .  These reports contain several hundred references
from the rather voluminous literature on the subject.

      The chemical reduction of sodium sulfate, Na2SOi«, to sodium sulfide,
NajS, is a process that has been used commercially for decades.  Pulping and
paper industry experience3 is of special interest.  An air pollution control
process with this molten salt reduction technology is presently being developed
by Atomics International.

      The objective of this paper is to present the underlying chemical
principles for the decomposition and reduction of MgSOs, MgSOi*, NazSOa, and
NaaSOt,.  The advantages and disadvantages of these processes can then be under-
stood, and- the difference between theoretical disadvantages and process in-
efficiencies raay then be defined.
                                       886

-------
2.0   TECHNICAL APPROACH

      The processes to convert sulfur from plus IV and VI to a lower oxidation
state involve a reaction between a reducing gas and the solid or liquid sulfite
or sulfate.  There are two parts to the problem:   the gas phase and the solid
or liquid phase.  First the gas phase will be discussed.  Next will be the solid
magnesium system, and finally the solid or liquid sodium system.

2.1   Gas Phase

      The reducing gas can come from several sources.  Typical reducing gases
are mixtures of CO and HZ.  Methane has also been used.

      The actual reaction path is probably very complex.  The initial reductant,
HZ for example, begins a reaction chain.  Intermediates are formed that con-
tinue the reaction chain.  Most reactions usually involve one or two reactants
for each step on the path.  The end products of interest are given in Table 1.

                          TABLE  1   GASEOUS  SPECIES

                              Major  or  Minor
                  H2                CO                S2
                  H20               C02               S8
                  H2S

                              Minor  or  Trace
                  CH.,
COS
CS2
S02
NaOH
Na

S3
Si,
S5
                                        887

-------
      The reactions that involve the gas phase are pas/gas, gas/liquid, and
gas/solid.  When magnesium sulfite is heated it wi.ll decompose with or without
the presence of reducing gas.  It is therefore doubtful that gas/solid reactions
play a significant role in the reduction of magnesium sulfite to elemental
sulfur.  On the other hand neither sodium sulfite or sulfate can be decomposed
without the aid of a reducing gas.  This indicates that gas/solid or gas/liquid
reactions must be important.

      Two aspects of gas/gas reactions will be considered:  theoretical extent
of conversion (thermodynamics) and kinetics.  There are several items of interest
concerning gas phase thermodynamics.

      An interesting fact that has process significance is that sulfur has
several possible forms in the gaseous state, i.e., S, 82, 83,•••89.  A reaction
to produce elemental sulfur in the gas phase will be used to illustrate this.

                            2H2S + S02  -»•  2H20 + | Sx                     (1)
      SB is the low temperature (t < 500 C) stable form while S2 is the high
temperature stable form.  At 25°C the heat of reaction for Equation 1 to produce
SB is exothermic at -26 Kcal.  To produce S2 it is endothermic at +11 Kcal.

      This gives rise to the following results.

          The reaction to produce S& is exothermic with the theoretical
          extent of conversion decreasing with temperature.

          The reaction to produce S2 is endothermic with the theoretical
          extent of conversion increasing with temperature.

          The combination of these two effects is a minimum in the
          theoretical extent of conversion at about 600°C.

-------
       Other competing reactions will respond in the same manner with respect to
 i-.-iat o! ruction and extent of conversion.  This means that as the temperature
 rjsc-i less heal will be given off, or it the reaction is already endothermic -
 ,".-v '.prtt will, have to be added,

       From an equilibrium standpoint there are two significant points with
 respect to CO and H2 .

           CO has a greater affinity for oxygen than H2.

           H2 has a greater affinity for sulfur than CO.   Thus, H2S is
           formed in preference to COS.

       Kinetics are important in the gas phase.   Generally speaking, the
 uncatalyzed gas phase reactions proceed rapidly above 700 to 900°C.  Methane
 and sulfur dioxide do not react rapidly below 1200°C unless catalyzed.
 Catalysts  can lower the reaction temperature - depending on the reaction -
 to 350-500°C.  Some H2S/S02 catalysts are effective to 150°C.
      The significant aspects of reducing gas reactions are given below.

          An uncatalyzed gas phase process would have to operate at 900°C
          or higher.

          The reactions that produce elemental sulfur have a minimum in
          theoretical extent of conversion at about 600°C.

          CO is a better reductant (from theoretical extent of conversion)
          than hydrogen.

      It is immaterial to the gas phase how the sulfur got there, i.e., from
      or Na2SOi,.  Therefore the statements concerning gas phase reactions are
valid for either solid.   We now proceed to discuss the solids.
                                       889

-------
2.2   Magnesium Sulfite and Sulfate

      It is convenient to approach the magnesium system by first looking at
simple thermal decomposition of MgSOs or MgSOi» .   Then reductive decomposition
will be discussed.  The following explanation of the decomposition of magnesium
sulfite was given by Schwitzgcbel and Lowell2.  It is based first on the
thermodynamics of what is possible and then on kinetics for limitations.

      It was shown that MgSOa has a therraodynamic tendency to disproportionate.

                           4MgS03  ->  MgS + SMgSO^                         (2)

It was calculated that the vapor pressure of SOa above MgSOa is 1 atm at 360°C.
      The sulfate of magnesium is more stable than the sulfite.  It is, however,
one of the least stable alkali or alkaline earth sulfates.  It can be decomposed
thermally at near 900°C.  This can be shown quantitatively with thermodynamic
calculations.  An estimate of this can be made from thermodynamic quantities
at 25°C.

      The heat and Gibbs free energy of formation for the significant
magnesium compounds are given in Table 2.  From these data the heats and free
energies of the decomposition reactions may be calculated.  These are given
in Table 3.  The partial pressure of a single gas produced by the reaction may
be calculated from the free energy change, p = Exp(-AG/RT) .  This calculation
has been made for the reactions in Table 3 that involve .a single gaseous
product .

      The significance of the heats and free energies of these magnesium solids
reactions Is:

          disproport Jonation is thermodynamical ly favored,

          thermal decomposition of the sulfite occurs at low temperatures
          arid is endothermic (requires heat),
                                      890

-------
        TABLE 2   THERMODYNAMIC PROPERTIES OF MAGNESIUM-
                  SULFUR-CARBON-OXYGEN COMPOUNDS
                        Formation Energies @ 25°C, Kcal/mole
      Compound
        MgO
        MgS
        MgS03
        MgSO.,
        MgC03
        S02
        S03
                              AH,
                    AG,
           (g)
-143.7
-83.0
-241.0
-301.57
-265.7
-70.95
-94.95
-135.98
-81.67
-221.21
-274.26
-245.74
-71.74
-88.69
         TABLE 3   REACTION ENERGIES OF MAGNESIUM  COMPOUNDS
      Reaction
MgS03 •
MgS03 -»• MgO + S02
MgSO., -> MgO -I- S03
Energy @ 25°C, Kcal
   AH         AG
   -5.9
  +26.4
  +62.9
 -4.9
+13.5
+49.6
           Partial Pressure
             of Gas, atm
1.25x10
       -i o
4.2x10
      -37
                                  891

-------
          thermal decomposition of the sulfate will occur at temperatures
          higher than those required for sulfite decomposition.  Sulfate
          decomposition is more endothermic than sulfite decomposition.

      Now kinetic effects will be considered.  It would be expected from similar
compounds (e.g., CaS03 and Na2S03) that disproportionation kinetics are slow
below 800°C.  The vapor pressure of S02 above MgS03 is detectable at 200°C.
Decomposition is rapid above 550°C.  Thus the sulfite decomposes below the
temperature where disproportionation could kinetically occur.

          This allows the option of thermal decomposition of MgS03
          followed by reduction of the product gases (S02 and S03).

          The option is also available to use the exothermic reduction
          of S02 to provide heat for the endothermic decomposition of
          MgS03.

      There are two related problems in producing elemental sulfur from a metal
sulfite or sulfate:  1) separating the sulfur from the metal cation and 2) re-
ducing the sulfur.  Separating the sulfur from magnesium is no problem as was
shown above.  The solids will decompose to release S02•  Process options may
be investigated to do things such as trying to use the heat from the exother-
mic SOa reduction reaction to drive the endothermic MgS03 or MgSCK decomposi-
tion reaction.

      One significant aspect of reducing the sulfur while it is in contact
with the metal cation is the sulfide formation tendency.  It is not desirable
to reduce the sulfur past the zero valance state to the -II state.  If the
sulfur is reduced this far, it will then have to be oxidized back to the
elemental state.   This results in an extra expenditure of reducing gas.  This
is illustrated below for a metal cation, Me, being reduced with carbon monoxide.
                                      892

-------
   Oxide Stable:             3CO 4 MexSOw  +  MexO 4- 3C02 4- S               (3)
                                          or
   Sulfide Stable:            4CO 4 MexSOi» •>  MexS + 4C02                   (4a)
                          MexS 4- %02 4- C02 +  MexC03 + S                    (4b)

   Overall:             4CO + MexSOi, 4- %02 +  MexC03 4- S 4 3C02             (4c)

Notice how reduction to the sulfide required a threoretical reducing gas
quantity of four moles CO per mole sulfate while the stable oxide required
only three moles of CO.  Sulfltes have only three atoms of oxygen.  Only two
moles of reducing gas  (H2 or CO) are required to reduce a metal sulfite to
oxide while three are required to reduce it to the sulfide.

      The significant factors involved in the reduction of MgS03/MgSOi» can
best be seen by looking at a conceptual process design.  First consider a
low temperature process that would require gas phase reaction catalysts.  A
conceptual design of such a process is shown in Figure 1.  Process design
calculations were made for a fluid bed type calciner assuming all gas and
solid species are in equilibrium.  The detailed computational procedures were
reported by Lowell1 et al.  The gas phases considered were given in Table 1.
Solid phases considered are given in Table 4.
             TABLE 4   SOLID PHASES CONSIDERED IN A MAGNESIUM
                       SULFITE/SULFATE TO SULFUR PROCESS
                  MgSOi,                          MgO
                  MgS03                          MgC03
                  MgS                            C,    ,  .  v
                                                   (graphite)
                                      893

-------
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894

-------
      The MgSOs/MgSOi* feed composition was typical of that produced at Boston
Edison's Mystic Station.  The flow rate would approximate that of a 1000 Mw
power plant burning 2.3 wt% sulfur coal with 90% S02 removal.  A reducing gas
typical of an air blown coal gasifier output was chosen at a 1.0 stoichiometry
(stoichiometry based on reduction of sulfur to the zero valence state).

      The significant features are:

          at the 550°C operating temperature the overall calcination/
          reduction reaction is still exothermic,

          MgO is the stable reduction product, not MgS,

          the conversion train to produce elemental sulfur from the
          fluid bed off gas is an overall heat producer,

          the process downstream of the reducing calciner is a small
          modification of "proven" technology,

          the reducing calciner is at present only a conceptual design
          and does not represent "proven" technology,

          conversion to elemental sulfur in a single step is not
          possible because of equilibrium constraints.   A staged
          conversion is necessary.

      Calculations were also made for a noncatalytic reducing calciner operating
at 900°C and using a reducing gas typical of that produced in an oxygen blown
coal gasifier.   The calcination process is slightly endothermic as would be
expected.   MgO  was still the stable product.   The remainder of the system is
very similar to the catalytic case.
                                       895

-------
2.3   Sodium Sulfite and Sulf ate.

      As shown by the formation energies in Table 5, sodium sulfite and sulf-a
are considerably more stable than the corresponding magnesium compounds.  The
formation energies (especially the free energy) of sodium oxide and sulfide
are nearly the same.   Note that the free energy of formation of MgO (Table 2)
was significantly more negative than that of MgS.  It can be anticipated that
the tendency to form Na2S while reducing NajSO,, will be significantly greater
than the tendency to form MgS while reducing MgSOu.

      The potential of the sodium compounds to decompose may be determined
from the reactions given in Table 6.  The thermal decomposetion of sodium
sulfite to form S02 (as measured by vapor pressure)  is more difficult than
the decomposition of iruigncsjum _s_uljE_aUi.  Sodium sulf ite also tends to dis-
proportionate.  Unlike magnesium sulfite which decomposes before dispropor-
tionating, sodium sulfite disproportionates first.

      Sodium salts melt at lower temperatures than the corresponding magnesium
compounds.  The reducing gas is not kinetically active in attacking the very
stable sodium sulfite or sulfate at temperatures below their melting point(s).
This results in molten salts as part of the reduction process.

      The. various possible gaseous, liquid, and solid species make drawing
conclusions from tabular thermodynarnic data of limited value.  Therefore,
calculations were made to show how the equilibrium composition of products
varies as a function of temperature and stoichiometry for a reducing gas with
a H2/C ratio of two or zero.  A total of 28 gas phase species was considered.
The significant gas phase species were given in Table 1.  The liquid and solid
phase species considered are given in Table 7.   Liquid species were assumed
immiscible.   The result;; of these calculations arc presented in Table 8.

      In comparing the amount of Na^SOt, remaining at a stoichiometry of 1.0
it is evident that a) low temperature  favors the equilibrium reduction and
b) carbon is a better reductant than hydrogen.
                                      896

-------
TABLE 5  THERMODYNAMIC PROPERTIES OF SODIUM-
         SULFUR-CARBON-OXYGEN COMPOUNDS

                 Formation Energies @ 25° C
                         (Kcal/mole)








Na2S03
Na2S04
Compound
Na20
Na2S
Na2S03
Na2S04
Na2C03
C02
TABLE 6
Reaction
+ Na20 + S02
->• Na20 + S03
AHf
-99.9
-89.0
-260.4
-331.55
-270.26
-94.05
REACTION ENERGIES
Energy @
AH
89.6
136.7
Na2S03 -> l/4Na2S + 3/4Na2S04 -10.5
Na2C03







•* Na20 + C02
TABLE 7
Liquid
Na2SOi+
Na2S
Ha20
NaOH
Na2C03

76.3
AGf
-90.61
-86.37
-242.96
-303.38
-250.50
-94.26
OF SODIUM COMPOUNDS
25° C, Kcal
Partial Pressure
AG of Gas , atm
80.6 7.7xlO~60
124.1 9.5xlO~32
-6.2
65.6 7.7xlO~49
LIQUID AND SOLID SPECIES CONSIDERED
IN THE SODIUM SYSTEM






Solid
Na2S04
Na2S03
Na2S
Na20
Na2C03
/ i • \
                    897

-------
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                                                                         898

-------
      The majority of cases presented art; at ]000°C.  Here  it ir, seen that
some Na2C03 is stable.  The amount of Na2S increases as the stoichiometry
increases.  Although some NajCOa is present, the NajSOi^ has not been totally
decomposed even when enough reducing gas has been added to reduce all sulfur
to the minus II state, i.e., sulfide.  Another significant feature is that
sodium species (NaOH and Na) appear in the gas phase in quantities that
indicate possible operating problems.

      At 1400°C two features are significant.  The carbonate is no longer
stable and the amount of gas phase sodium represents almost half of the
original sodium.

      Pure carbon was used as a reductant for comparative purposes.  At 1000°C
and a 1.0 stoichiometry the NaaSO^ is completely reduced.  The majority of the
sulfur is in the species 82 with the balance in COS and liquid Na2S.  In com-
paring carbon to the hydrogen/carbon mixture, both at 1.0 stoichiometry, notice
that carbon has reduced all of the Na2SOi* while H2/C has not.   The gas phase
of the carbon reduction has 82, the desired end product, as the major sulfur
containing species.  The H2/C mixture has 1I2S as the major gaseous sulfur con-
taining species.   This illustrates the superior thermodynamic  properties of
carbon over hydrogen as a sulfur oxide reductant:   carbon has  a greater affi-
nity for oxygen and a lesser affinity for sulfur than does hydrogen.

      Thermodynamic calculations indicate what is possible.  Kinetic limitations
must be considered to predict what actually happens.  The thermodynamic calcu-
lations of Table 8 indicate 600°C as a reasonable condition.  The rate of the
gas phase reactions is too slow to proceed uncatalyzed at this temperature
(discussed in the MgSOi, section).  In addition, the solid N32S01+ would not
decompose to release S02 or 803.  Thus there would have to be  a gas phase attack
upon the solid Na2SOi» that in practice does not occur.

      At 1000°C most of the uncatalyzed gas phase reactions are kinetically
active.   The solid phase has been replaced by a kinetically more active liquid
phase.   The reaction is endothermic so that energy must be supplied at this
                                       899

-------
temperature by combustion of excess reducing j*as.  Combustion (and not heat
transfer) is the only practical means of supplying this high temperature heat.

      The presence of sodium in the vapor phase has been noted in the paper
industry.  It has been stated3 that this is vapor phase Na2S04.  The calcula-
tions presented here support the existence of significant vapor phase sodium,
but indicate it to be in mainly the form of NaOH or Na.
 '.0   SUMMARY AND CONCLUSIONS

      Magnesium and sodium sulfite and sulfate may all be reduced to elemental
sulfur.  Gas phase kinetics are slow enough below 900°C (1650°F) that catalysts
will be necessary.  Magnesium sulfite and sulfate are reduced to the oxide plus
gaseous products.  The sodium salts are reduced to the sulfide,  or more exactly,
enough reductant must be added to reduce sulfur to the sulfide.

      Magnesium salts are less stable than their sodium counterparts.  The
magnesium salt/gas phase reactions can take place at temperatures approaching
400°C (752°F).   Sodium salts melt before significant solid/gas phase reactions
take place.

      The sodium salts are considerably more stable than magnesium salts as is
evidenced by the fact that a magnesium reducing calciner is exothermic whereas
the sodium salt reduction is endothermic.

      It is concluded that both magnesium and sodium salts may be reduced to
elemental sulfur.  The extreme stability of sodium salts make them a less
desirable choice than magnesium salts and a poor choice under any circumstance
because of the

           amount of reductant required to produce the equivalent of
           a sulfide,

           amount of excess reductant to supply heat of reaction, and

                                       900

-------
           hostile chemical environment of high temperature,  reducing
           conditions, and molten salts.

      The magnesium salts require less reductant for reaction stoichiometry
for oxide production and no excess reductant to supply heat of reaction.   From
a chemistry point of view they are a superior starting point  for elemental
sulfur production.
                                ACKNOWLEDGEMENTS

      The magnesium portion of this paper is based primarily upon the work
sponsored by EPA at Radian Corporation under Contract 68-02-1319, Task 31,
Dr. C. J. Chatlynne, EPA Project Officer.  The author also wishes to thank
Dr. K. A. Wilde of Radian for his help and discussions concerning the sodium
portion of this work.


                                 REFERENCES

1.    Lowell, P. S., W. E. Corbett, G. D. Brown, and K. A. Wilde, "Feasibility
      of Producing Elemental Sulfur from Mangesium Sulfite", EPA-600/7-76-030,
      Oct. 1976, Prepared by Radian Corporation under EPA Contract No. 68-02-
      1319, Task 31.

?.    Schwitzgebel, K., and P. S. Lowell, "Thermodynamic Basis for Existing
      Experimental Data in Mg-S02~02 and Ca-S02-02 Systems", Environmental
      Science and Technology 7(13), 1147-51 (Dec. 1973).

3.    Tomlinson, G. H., II, "Pulp" in Kirk-Othmers Encyclopedia of Chemical
      Technology, New York, Wiley, 1968, pp. 680-727.
                                        901

-------
PROCESS ALTERNATIVES  FOR  STACK GAS  DESULFURIZATION
        WITH  STEAM  REGENERATION  TO  PRODUCE SO2


                              Gary T. Rochelle
                      Department of Chemical Engineering
                       The University of Texas at Austin
                                Austin, Texas
       ABSTRACT

           New and existing processes are reviewed for stack gas desulfuriza-
       tion by aqueous scrubbing with steam regeneration to produce concen-
       trated S02. H. F. Johnstone developed the basic concepts of simple
       absorption/stripping in the 1 930s. His potential innovations to reduce
       steam consumption included: (1) reduced scrubber temperature, (2) the
       use of buffered solutions, (3) weak bases as buffers, and (4) insoluble
       acids  as buffers.  Ethylenediamine is  identified in  this paper  as a
       potentially attractive  weak base. Citric acid has recently been proposed
       as an attractive weak acid buffer. Glyoxalic acid is a unique aldehyde
       absorbent currently being proposed.
           The only commercial example of steam regeneration, the Wellman-
       Lord process, crystallizes, Na2S03 solids during stripping. This  basic
       concept is expanded to include the crystallization  of other types of
       solids. Methylammonium sulfite, ethylenediamine sulfite, K2S205, and
       K2HP04 are identified as solids that could be crystallized during steam
       regeneration. The alternatives for the buffer systems are evaluated not
       only in terms of steam requirements but also in terms of their effects on
       the ease and cost of  removing sulfate impurities  from the system. The
       numerous alternatives are structured to highlight attractive combina-
       tions.
                                     902

-------
         PROCESS ALTERNATIVES FOR STACK GAS DESULFURIZATION
               WITH STEAM REGENERATION TO PRODUCE S02

INTRODUCTION

     Aqueous scrubbing with steam stripping or evaporative crystalli-
zation has received attention as a method of desulf urizing stack gas
with the production of concentrated S02«  The S02 product is suitable
for conversion to sulfuric acid or elemental sulfur.  The market for
these products should be adequate, unless there is a major change in
the current trend of utilities to select mostly throwaway processes
for flue gas desulf urization.  Even so, credit for product sales will
be only a small portion of the total process cost.  Furthermore,
adoption of regenerable processes necessarily commits the user to
cliemical processing and marketing activities, unless an outside party
is hired to operate the pollution control facility.  Steam regenera-
tion is attractive because it can be combined with further processing
to make a marketable product (sulfuric acid) without using a reduct-
ant while operating at relatively low temperature.

     The earliest work on steam regeneration was done by H. F.
Johnstone in the 1930's (Johnstone, 1935;  Johnstone et al, 1938).
He explored alternative aqueous absorbents such as alkali sulfite/
bisulfite and organic acid buffers in a flowsheet utilizing simple
absorption/stripping.  The only significant commercial example of
steam regeneration is the Wellman-Lord process (Davis, 1971.;
Schneider and Earl, 1973),  It absorbs S02 in a sodium sulfite solu-
tion which is regenerated by evaporative crystallization to give con-
centrated S02 and Na2S0  solids,
     The process alternatives for steam regeneration include varia-
tions in both flowsheet configuration and selection of the aqueous
absorbent.  Except for the Wellman-Lord process, most of the pro-
cesses of current interest use simple absorption/stripping.  The
absorbents being proposed include sodium citrate (Nissen et al , 1976),
glyoxalic acid (Stark et al, 1976), and ammonium sulfite (Slack and
Hollinden, 1975),  The important factors affecting the economic and
environmentally-acceptable application of steam regeneration pro-
cesses are steam requirements, sulfate removal and disposal, process
complexity, and absorbent cost.

     The purpose of this paper is to structure these existing alter-
natives for steam regeneration and to generate and explore new pro-
cessing alternatives which may be logically derived from the exist-
ing set.  The alternatives will be presented as evolutionary improve-
ments to the simplest possible case, simple absorption/stripping with
sodium sulf ite/bisulf ite solution.  More detail on this work is given
by Rochelle (1977), who also makes a similar analysis of aqueous
scrubbing processes with throwaway products (summarized by Rochelle
and King, 1977a) and with H2S regeneration (summarized by Rochelle
and King, 1977b).

SIMPLE ABSORPTION/STRIPPING

     The most general flowsheet option for aqueous scrubbing with
steam regeneration is given in Figure 1.  Hot flue gas is prescrubbed
with water to remove HC1, 803, residual flyash, and possibly N02-
                                 903

-------
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-------
SO-> is removed by an aqueous solution at 50-6Q°C in a counter cur rent
absorber with 10-20 feet of packing or 3-6 trays.  The lean and rich
solutions arc cross-exchanged for optimum heat recovery.  Intermediate
storage of the lean and rich solutions permits decoupling of scrubber
operation from solution regeneration.  The SO^-rich solution is strip-
ped with live steam at 90-100°C in a counter cur rent packed or tray
column.  Water is condensed from the stripper overhead, stripped with
a small amount of steam in a separate column, and vaporized to produce
live steam for the main stripper.  The SC>2 product is normally a gas
containing about 95% SC>2 and 5% H20.  It would be converted by further
processing to sulfuric acid, liquid SC>2, or elemental sulfur.  Con-
tinuous purge treatment is necessary to remove any accumulation of
, ':">.•!• ite or chloride from the scrubbing solution.

     Three general types of aqueous absorbents have been proposed for
use with this flowsheet - buffers, alkali sulf ite/bisulf ite and alde-
hydes.  Buffers in the pH range of 4 to 7, such as sodium citrate,
provide for reversible S0« absorption as bisulfite by instantaneous
acid/base reaction:

                  S02(g) + H20 J  HS03" + H+

In a well buffered solution the S02 partial pressure will be pro-
portional to total dissolved SOo.  Alkali sulf ite/bisulf ite solution
is a special case of buffers where the net absorption reaction is
given by:
S02(g) + S03= + H20  j  2HS0
                                             3
In this case, the SC>2 vapor pressure is a nonlinear function of  total
dissolved SC>2 as given by:


                  p        [IISO ~]2
                  *SO  - K - - -
                           [S03~]

Aldehydes such as glyoxalic acid absorb S02 reversibly at low pH as a
hydroxysul f ona te (Green and Hine, 1974):

                  RC=0 + S02  + H20 •*  RCOH-S03~ + H+

Because pH is not constant, the SC>2 vapor pressure will be a non-
linear function of SO- absorption.

     Absorber/stripper design and performance for most steam regenera
tion alternatives is dominated by liquid/vapor equilibrium.  Four
simplifications can be made to idealize system steam requirements:

     1.  Assume an infinite number of stages or infinite height  of
         packing in the absorber 'and stripper.
     2.  Assume perfect cross-exchange of the lean and rich solutions
     3.  Assume a linear equilibrium relationship.
     4.  Assume no change of the ratio of H20 to SC^ vapor pressures
         with temperature.

                                  905

-------
Under these conditions the amount of steam required in the stripper is
equal to the total amount of water vapor contained in the saturated
flue gas.  In other words the ratio of 1*2° to S02 in the stripper
overhead is equal to the ratio of Ii20 to S02 in inlet flue gas satu-
rated to water.  Thus a typical flue gas containing 2000 ppm SC>2
and saturated with 15% 1^0 would require about 75 moles steam/mole
S02 for steam stripping.  Note with these simplifications that the
level of S02 removal does not affect steam requirements.

     In practice a finite number of contacting stages must be used
in the absorber and stripper.  Depending on the relative costs of
steam and equipment, this consideration would increase steam require-
ments by a factor of 1.2 to 1.5.  The optimum number of stages would
also be directly related to the required level of S(>2 removal.

     The assumption of perfect cross-exchange results in a system
where the steam requirements are independent of solution capacity fox
S02 absorption.  In practice the solution capacity for S02 absorption
should be greater than 0.05-0.10 moles/liter in order to minimize the
size and cost of cross-exchange.  With acid/base absorption of S02
this criteria implies a solution of pH greater than 4-4.5.  With
high solution capacities the assumption of perfect cross-exchange is
generally acceptable.

     The sodium sulfite/bisulfite system gives a highly nonlinear
equilibrium relationship of liquid and gas 862 concentrations.  As a
result, in an optimized system gas and liquid are nearly at equili-
brium in the top and bottom of the absorber and the middle of the
stripper and far from equilibrium in the top and bottom of the strip-
per and the middle of the absorber.  Ideally, the approach to gas/
liquid equilibrium should be about the same throughout the absorber
and stripper.  At 90% S02 removal in the absorber, the nonlinearity
of sodium sulfite/bisulfite equilibria increases the steam require-
ments by a factor of 1.5.  At 97% 862 removal, nonlinearity in-
creases the steam requirements of this system by a factor of 3.0.
Steam requirements vary with S02 removal in the absorber because
it becomes Increasingly more difficult to strip S02 from the scrub-
ber feed.  As S02 is stripped from sulfite/bisulfite solution, the
pH increases and the next increment of S02 is even more difficult
to remove.

     Johnstone found for most solutions of weak acid buffers or
alkali sulfite/bisulfite that the ratio of I^O to S02 vapor pressure
was only a weak function of temperature (Johnstone, 1935;  Johnstone
et al, 1938),  Therefore, the fourth simplification is valid when
scrubbing with sodium sulfite/bisulfite solution.  As a result steam
requirements with sodium sulfite/bisulfite solution will be 1.8 to
2.2 times more than the ratio of H20 to S02 in the scrubber inlet,
because of the need for finite contactors and the nonlinearity of
the absorption stripping equilibria.

Gas Cooling

     The steam requirements of a simple absorption/stripping process
with any aqueous absorbent can be reduced by scrubbing at temperatures

                                  906

-------
below the adiabatic saturation temperature of the flue gas.  This
would be achieved by direct or indirect nonadiabatic cooling of the
flue gas.  Reduced scrubbing temperature results in a lower concen-
tration of H20 in the flue gas and thereby reduces the ratio of i\2®
to S(>2 vapor pressure in the solution from the absorber.  As a result,
with weak acid buffers or alkali sulf ite/bisulf ite , absorber cooling
from 55°C to 35°C will reduce steam requirements almost a factor of
three.  Gas cooling may also enhance the rates of S02 mass transfer
and reduce the volatility of solution components such as NH3 and
organic acids.

     Such a concept has been practiced by the Russians at Niiogaz.
They cooled the flue gas to 35°C by direct contact with once-through
cooling water which was neutralized and disposed of.  S02 was ab-
sorbed by ammonium sulf ite/bisulf ite solution.  With an inlet SC>2 gas
concentration of 3000 ppm, the steam requirement for stripping was
27 moles H20/mole S02 (Slack and Hollinden, 1975).

     Commercial practice in the U.S. would not allow for direct con-
tact cooling with disposal of waste water.  Cooling would probably
be achieved, as in Figure 2, by direct countercurrent contact of
flue gas with cold recirculating solution.  The recirculating solu-
tion would be indirectly cooled by water in a heat exchanger made of
corrosion-resistant materials such as Incoloy 625.  The temperature
driving force available for heat exchange could be increased by per-
mitting high concentrations of soluble additives such as CaCl2 to
accumulate in the recirculating solution.  Clearly, such a cooling
system would not be inexpensive nor maintenance-free.  Therefore,
non-adiabatic gas cooling is an alternative for reducing steam re-
quirements that has not generally been exploited.

Alleviating Equilibrium Nonlinearity

     Steam requirements could be reduced as much as 35% by alleviat-
ing the nonlinear characteristics of the gas-liquid equilibrium of
sodium sulf ite/bisulf ite solution.  Johnstone recognized the value of
using an additional buffer to give a more nearly linear equilibrium
relationship.  At a constant pH in the range of 4-6, his data show
that S02 vapor pressure is directly proportional to total dissolved
S0:
                               M


Thus a solution buffered at a constant pH would give a linear equili-
brium relationship.  Johnstone (1935) tested phosphate buffer.  The
Bureau of Mines and Peabody have tested sodium citrate buffer.  Other
potentially-effective buffers include phthalate, adipate, and
succinate (Rochelle, 1977).

     With a sulf ite/bisulf ite' buffer, the effect of nonlinearity can
also be essentially eliminated Cat 90% SO, removal) by using a split

                                 907

-------
o,
150UC
FLUE
GAS
       35°C
                             LEAN
                             SOLUTION
                 35°C     RICH
                 	» SOLUTION
                 35°C

                             (CAO)
C,W,
        L/G=30 GAL/MSCF
       Figure 2. Nonadiabatic gas cooling
                908

-------
feed to the absorber as in Figure 3.  Solution is withdrawn from  the
middle of the stripper and fed to the middle of  the absorber.  Thus,
there is a higher rate of liquid circulation through  the bottom of
the absorber and the top of the stripper, where  the pH and solution
capacity is generally lower.  This flowsheet is  generally used in
absorption/stripping systems for CC>2 concentration  (Kohl and
Riesenfeld, 1960).

Temperature Effects

     Johnstone  (1938) found for most weak acid buffers and sulfite/
bisulfite solutions that the ratio of SC^ to H20 vapor pressure was
only a weak function of temperature.  Steam requirements for strip-
ping will be lower if the ratio of SC>2 to 1^0 vapor pressure increases
with temperature.  Table 1 gives the factor by which  this ratio in-
creases in going from 55°C to 100°C for several  absorbent solutions.
For sulf ite/bisulf ite solutions, the factor varies  from 0.84 (Na+)
to 1.15 (NH4+) .  The systems using NH^+ and CH3NH3+ give a somewhat
greater temperature factor because they have some weak base chara-
cteristics.  The temperature factors for weak acid  buffers appear
to be in the range of 0.9 to 1.4.

     Johnstone  recognized that weak base buffers such as dissolved
aluminum and aromatic amines give higher temperature  factors, in  the
range of 1,8 to 5.8 for 55°C to 100°C.  The pKa  values of these
buffers decrease rapidly with temperature.  Therefore, the pH of  a
given solution  will decrease with heating, thereby  increasing the
862 vapor pressure.  Aniline and other aromatic  amines such as tolui-
dine (Weidmann  and Roessner, 1936) and dimethylaniline (Fleming and
Fitt, 1950) have been proposed for and used in absorption/stripping
systems at low  gas temperature (25°C) .  However, their volatility
makes them unacceptable alternatives for use with large gas volumes
at 55°C.  Alo(SO^)^ and A1C13 solutions are effective only at pH
less than 4-4.5 because of the limited solubility of aluminum hydrox-
ide and basic aluminum sulfate at higher pH.  Therefore, to get
adequate solution capacity the flue gas must be scrubbed at 30-40°C.
Nevertheless, with flue gas cooling the steam requirements of systems
using these solutions would be quite attractive.  The polyamines,
ethylenediamine and diethylenetriamine , were briefly characterized
by Roberson and Marks (1938).  They should be nonvolatile under
scrubber conditions because of the multiple hydrophilic groups which
will usually be partially protonated.  Ethylenediamine has a first
pKa value of 7.0 at 20°C which decreases to 6.07 at 60°C and 5.34
at 100°C (Mclntyre et al, 1959).   It is therefore suitable for use
at 50-60°C, especially if dissolved chloride or sulfate is allowed
to accumulate so that the stripped solution at pH 6 contains little
dissolved sulfite.

     Johnstone also recognized that systems containing acids as
separate liquid or solid phases could give greater temperature
factors.  If the acid is more soluble at higher temperatures it will
dissolve and thereby reduce the pH of the solution as it is heated.
The reduced pH increases SC>2 vapor pressure.  Johnstone (1938) identi-
fied valeric acid as a possible alternative, but it is too volatile for
                                909

-------
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                                      910

-------
Table 1:   TEMPERATURE FACTORS
                              (Fso2/'pii2o)ioo0c
                                   / P
                                   '
Absorbent






Sulfite/bisulfite



Na+



K+



NH.+
  4


CH3NH3+



Monethanolamine



Ethylenediamine



Weak Acid



Citrate, Na+





Phosphate



Sulfosuccinate





Weak Base
                 Reference
Al+3, Cl-



Al+3, SO,"



Aniline



Ethylenediamine, Cl*



Diethylenetriamine



Separate Acid Phase



Valeric



Adipic, pH-4.5
K2S2°5
  0.84



  1.01



  1.15



  1.10



0.7-1.2



  1.1







0.9-1.4





1.0-1.2



  1.2
  3.7



1.8-3.0



  3,3



  6*



2.4-5.8







1.8-3.2



  5-6*



  5-6*



  3,5*
Johnstone et al, 1938



Linek and Hala, 1967



Johnstone, 1935



Johnstone et al, 1938



Roberson and Marks, 1938



Roberson and Marks, 1938
Rosenbaum et al, 1971

Oestreich, 1976



Johnstone, 1935



Keller and Wiseman,

1950
Johnstone, 1935



Applebey, 1937



Johnstone et al, 1938



Rochelle, 1977



Roberson and Marks, 1938







Johnstone  et al, 1938



Rochelle, 1977



Rochelle, 1977



Rochelle, 1977
*Estimated from pK  values and solubilities
                  Si

                                   911

-------
practical use,  Adipic acid, K2S205, and KI19P04 are all acid solids
whose solubilities increase rapidly with temperature.  Careful de-
sign would be required to avoid the crystallization of the acid
solids in the scrubber.

     Aldehydes such as glyoxalic acid (Marcheguet and Garden, 1967)
and glyoxal (Marcheguet, 1961) have totally different characteristics.
The reversible reaction of 862 with an aldehyde is very sensitive to
temperature.  The temperature factor from 55° to 100°C of a typical
aldehyde, such as benzaldehyde, will be 15-20 (Stewart and Donnally,
1932).  Therefore, steam requirements are determined more by sensible
heating than by stripping needs.  The limitation of aldehydes is
their lack of effectiveness at a normal scrubbing temperature of 50-
60°C.  In order to get sufficient solution capacity and/or adequate
rates of mass transfer, developers of the process using glyoxalic
acid have found it desirable to cool the flue gas to 35°C (Stark
et al, 1976).  In the future, other nonvolatile aldehydes may be
identified which do not have this limitation.

SOLUTION EVAPORATION

     With a system configuration as in Figure 1, water condensed from
the S02 product is used to produce live steam for the stripper.  A
more common arrangement proposed by system developers is indirect
evaporation of the stripper bottoms solution to produce stripping
steam.  Condensate from the.SOo product is usually returned to the
top of the main stripper, thereby avoiding the need for a condensate
stripper.  This configuration is simpler than that of Figure 1, but
requires an evaporator constructed of corrosion resistant material.
Furthermore, under some conditions return of condensate to the
stripper will significantly increase steam requirements.

     If the amount of solution evaporated during regeneration is a
large fraction of the total circulating solution, then the solution
can be significantly more concentrated in the evaporator than in the
rest of the system.  In the extreme, such evaporation can result in
the crystallization of sulfite, bisulfite, sulfate, or buffer salts.
Furthermore, H20 condensed from the S02 product must be recycled to
some point in the system" where it will significantly dilute the
working solution.  The condensate can also be used to redissolve
crystalized solids.  As a result of concentration/dilution or
crystallization/dissolution, the SC^ vapor pressure can be signifi-
cantly affected at the respective points in the system.  In the
absence of additional liquid or solid phases (besides aqueous solu-
tion and gas) or with the crystallization/dissolution of basic solids
such as Na2SOj or buffer salts,solution concentration will increase
the S0£ vapor pressure.  Dilution by H^O condensate will reduce the
SOo vapor pressure.  With the crystallization/dissolution of acid
solids such as 1^28205 or buffer acids, evaporative concentration will
reduce the S02 vapor pressure, while H20 dilution will increase it.

     These dilution/concentration effects can be effectively used to
reduce steam requirements and/or the number of 'stages in the stripper.
The Wellman-Lord process evaporates sodium sulfite/bisulfite solution
with the crystallization of ^2803.  The effect of concentrating the
solution is so great that only one stage of evaporation/stripping is

                                 912

-------
adequate to strip out the SC>2'  Dilution water is used to make up
scrubber feed solution by redissolving the Na2SC>3 solids.  The actual
steam requirement is directly related to the solubility of the sulfite
salt.  Lower steam requirements could potentially be achieved by
crystallizing more soluble sulfite salts such as ammonium sulfite or
methylammonium sulfite, thereby reducing the amount of evaporation
required to crystallize the salts.

     With high capacity buffer solutions where as much as 50% of the
solution would be evaporated to produce steam for the stripper,
dilution water should be added to the scrubber feed.  This permits
the stripper to operate with fewer stages.  Such placement of dilution
water would necessarily require the use of a condensate stripper.
Dilution water should not be added to the stripper feed or at the top
of the stripper because this would reduce the S02 vapor pressure of
the solution and thereby increase the steam requirements.

     If steam stripping is used in the presence of acid solids such
as 1^28205, the dilution water should be added to the top of a counter-
current stripper where it will dissolve additional 1^28205 and thereby
increase the S02 vapor pressure and reduce the steam requirements.
Stripping steam would be provided by evaporation of bottoms solution
from the stripper.  The concentration/dilution effects should serve
to reduce the net steam requirements.  It is important that this
stripping be carried out in a countercurrent stripper, because
solution evaporation and crystallization of K2S205 in the bottom stage
will significantly reduce the S(>2 vapor pressure over that stage. '

HEAT RECOVERY

     Almost all systems with steam regeneration include condensation
of water from the product S02«  Heat recovery from this condenser can
result in substantial energy savings.  At atmospheric pressure 90%
of the H20 vapor can be condensed at 90-95°C.  Possible methods of
heat recovery include multiple-effect evaporators/strippers, vapor
compression cycles, use or production of low pressure steam, and other
methods of system integration.

     Multiple-effect evaporation or stripping as in Figure 4 is
particularly attractive.  Condensation of H20 from the product of
the first-effect, higher-pressure stripper is used to produce steam
from the second-effect stripper,  which operates at lower temperature
and pressure.   The number of effects is limited by the maximum temper-
ature, usually 100°C to avoid sulfite disproportionation, and by the
need to avoid  excessively low pressure in the final effect.   Practi-
cally, 'two or  three effects should be feasible.   The system steam
requirements would essentially be inversely proportional to the
number of effects.   However, multiple effects necessarily increase
the operating  and design complexity of the system.  The need for
multiple parallel strippers can result in capital cost increases,
but in the case of large systems,  multiple strippers may be required
to handle the  full stripping load in any gas.

     Steam generated during condensation of H20 from the product SC>2
could be utilized in a single effect if its pressure is increased by

                                913

-------
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914

-------
mechanical compression or by a steam ejector,  Mechanical compression
would permit the stripper to operate on a minimum amount of electric
power, rather than relying on steam generated in the main boiler.
Assuming that steam could be generated at 85°C/0.6 atm in the con-
denser, approximately 15 kwh of power would be required to recycle
one million Btu's of steam,  A steam ejector would permit compression
to be accomplished at minimal capital cost without rotating equip-
ment.  About 0.4 Ibs of steam at 600 psia would be required to provide
1.0 Ibs of steam heat to a single-effect evaporator at 90°C with an
allowance of 15°£ for driving force and boiling point elevation.
     Many steam regeneration systems can be effectively operated below
atmospheric pressure at temperatures as low as 70-80°C.  Under these
conditions it is attractive to operate the stripper or evaporator with
atmospheric or vacuum steam exhausted from a turbine.  Thus the
effective cost of energy for the steam stripping system can be sub-
stantially reduced.  Integration with exhaust from a power turbine
could be difficult because low pressure steam would have to be trans-
ported over a large distance.  However it is sometimes attractive to
use moderate-or high-pressure steam to drive fans and pumps in the
flue gas desulfurizat ion-system , and then to use exhaust steam from
the turbine drivers in the stripping system.

     Other miscellaneous methods of heat recovery could also be signi-
ficant.  Boiler feedwater could be preheated by condensing water from
the S02 product,  However, this would require extensive integration
with the power production system.  The ^0 condenser could be used
to preheat feed to the stripper, thereby eliminating the need for a
cross-exchanger,

SULFATE FORMATION AND REMOVAL

     In most steam regeneration systems some sulfate is formed
irreversibly by the oxidation and/or disproportionation of bisulfite.
Unless intentionally removed by other means, dissolved sulfate x^ill
accumulate in the system to the point of uncontrolled crystallization
of the sulfate salt.   The accumulation of dissolved sulfate reduces
the effective solubilities of other salts by the common ion effect.
In systems where solubilities determine steam requirements, such as
the Wellman-Lord process, sulfate accumulation will degrade system
performance.  Furthermore any sulfate formation ultimately results
in a sulfate byproduct and usually requires alkali makeup.   Therefore
it is desirable to minimize sulfate formation and provide for effec-
tive sulfate removal.

     As much as 5 to 10% of the S02 absorbed by a system such as the
Wellman-Lord process may be oxidized to sulfate in the absorber.
However, there is little information on the variables affecting bi-
sulfite oxidation.  The physical absorption and mass transfer of
oxygen through the liquid phase is probably important.  Therefore,
oxidation rates should vary directly with oxygen concentration in the
flue gas and should be greater in absorbers with larger amounts of
mass transfer capability.  It is also expected that 'flue gas impuri-
ties such as iron (from the flyash) and nitrogen oxides may act as
catalysts for the oxidation (Graefe et al, 1970).  There is some

                                  915

-------
evidence that any NC>2 in the flue gas can react stoichiornetr ically
           ite to give sulfate and N£ or NH4+ (Sawai and Gorai, 1977),
with bisulfite to g
Prescrubbing of the flue gas could remove flyash and possibly NC>2
and thereby reduce rates of oxidation in absorber.  Prescrubbing could
also remove HC1 and SO-j which would otherwise be absorbed and accumu-
late as dissolved chloride and sulfate.  Oxidation inhibitors have
been tried with limited success in the Wellman-Lord process
(Pedroso, 1976).

     Sulfate may also be formed by the disproport ionation of bisulfite
to thiosulfate  (S203=) and sulfate.  The reaction probably proceeds
as the formation of trithionate followed by hydrolysis  (Battaglia
and Miller, 1968;  Foerster and Hornig, 1922):


          2H* + 4HSO ~ + S00,,= -* 2S-0,=! + 3H00
                    J     L J  •*•   o o      /

                 2S..O,3 + 2H20 ->_ 250^" + 2S203~ + 4H+


                        4HS03~ J 2S04=< + S203" + 2H+ +  H2<)

The rate expression for trithionate formation  is given  by:

          d[HSO "]             m 3
            d(.  J --- k[H+]J[S203 r[HS03 ]


                 k=2.2«106M~6 sec"1 at 70°C

           (Battaglia and Miller, 1963)

Since  the net disproportionat ion produces thiosulfate,  which also
shows  up in the rate expression, the reaction  is autocataly tic .  As
more thiosulfate accumulates the disproportionat ion occurs  even
faster.  Low pH also appears to give faster rates of disproportiona-
tion.  Significant dispropor tionation has been observed in  the
Wellman-Lord Process (Bailey, 1974) and the  NH-j-based  steam-stripping
process when regeneration is carried out at temperature greater  than
100°C.  Dispropor tionation has been essentially eliminated  in  the
Wellman-Lord process by operating a vacuum evaporator at 90-100°C
with a liquid purge to minimize thiosulfate accumulation.   When
using  an aluminum sulfate scrubbing solution,  I.C.I, avoided dis-
proportionat ion by boiling a portion of the liquor with copper
sulfate in the  presence of SC>2 to eliminate thiosulfate from the
system (Applebey, 1937).  Potentially, disproport ionation could  be
reduced by minimizing solution holdup in the stripper and evaporator.
Thus the stripper should use low-holdup packing rather  than  trays and
solution contained in the evaporator should either be pure  water or
scrubbing  solution containing no dissolved S02-

     Oxidation  and disproportionation may be substantially  reduced  in
systems using aldehydes such as glyoxalic acid.  These  systems nor-
mally  operate at very low pH conditions where  there is  no dissolved
bisulfite  and very little dissolved S02-  All  of the S02 is  absorbed

                                  916

-------
as the hydvoxy-sulfouac,e complex,  therefore, rates of, oxidation and
disproportionation of the dissolved SC>2 species  should be greatly
inhibited.

     Sulfate can be removed from steam regeneration systems by solu-
tion purge or by Che controlled crystallization  of salts such as
Glauber's salt  (NaSO,•10H-0) or gypsum (CaSO  »2H20).  Direct solution
purge is attractive only ror sys'tems with inexpensive absorbents con-
sisting primarily of dissolved sulfate, such  as  aluminum sulfate.
Absorbent systems that use sodium alkali, such as sodium citrate or
sodium sulfite/bisulfite, can selectively remove sulfate by the re-
frigerated crystallization of Glauber's salt.  Buffered systems can
usually crystallize gypsum from stripped solution by adding lime or
limestone (Applebey, 1937).  Crystallization  of  gypsum from alkali
sulfite/bisulfite systems usually requires complicated processing
with the addition of both lime and S02 (Johnstone and Singh, 1940).

MORPHOLOGICAL PROCESS ALTERNATIVES

     A number of evolutionary alternatives have  been generated for
reducing steam  consumption and handling sulfate, as discussed in
the preceding sections.  Many of these innovations can be used
simultaneously, so a large number of combinations are possible.
Table 2 represents independent groups of alternatives.  A complete
process can be  defined by selecting one alternative from each group.
The alternative groups are distinguished as being reactant alterna-
tives or flowsheet alternatives.

Reactant Alternatives

     In general the scrubbing solution must use  at least one alkali
and may or may  not use an acid buffer, except in systems which use
only aldehydes.  The alkali additives are divided into three groups.
The strong alkalis - Na+, K+, Mg++ - are usually the least expensive
and are nonvolatile.  Na+ has been the dominant  alkali selected in
development work, but K+ and Mg++ have unique solubility characteris-
tics which could make them more or less attractive.  The weak alkalis
NH^+,  methylamine, ethanolamine - act as buffers at pH 8-10 and are
therefore suitable for sulfate removal as CaSO^.  They also generally
have large solubilities.  However, NH3 has problems with volatility
in the scrubber and other amines tend to be quite expensive.  The
buffering alkalis - Al+  , ethylenediamine - potentially reduce steam
requirements by straightening the equilibrium cruve and by increasing
the temperature coefficient of S02 vapor pressure.

     The acid buffer alternatives include the use of no acid additive
or the use of several possible acids with significant buffer capa-
cities in the pH range 4.5-6..0.   With no acid additive, the buffer
system must be sulfite/bisulfite or a buffering base.   Thus, only
sulfite or pyrosulfite salts are likely to crystallize in the case of
solution evaporation.   The use of buffering acids straightens the
equilibrium curve and adds a degree of freedom to the solids that can
be present in saturated solution.  The buffers would also permit
effective use of gypsum crystallization for sulfate removal.  Lower
pH buffers such as glycolate" (pKa^S.SS) are probably not attractive
because of low solution capacity for S02 at the low pH,

                                  917

-------
Table 2:
Reactants
MORPHOLOGICAL ALTERNATIVES
     1.   Alkali  —  (a)  strong - Na+, K+, Mg
     2.  Acid
     3.  Aldehyde--
          (,b)  weak - NH, , methylamine, ethanolamine


                                            + 3
          (c)  buffering-ethylenediamine, Al



          Ca)  none



          (b)  high pK  - phosphoric, adipic, citric,
                      3,


                          phthalic, sulfosuccinic



               glyoxalic acid, glyoxal
Flowsheets
     4.  Evaporation/dilution  —  none, stripper bottoms/scrubber



                                   feed, stripper bottoms/stripper



                                   feed



     5.  Number of scrubber feeds  —  one, two



     6.  Additional phases  —  none, one, two



     7.  Heat recovery  --  single-effect, multiple-effect, vapor



                            compression, low-pressure steam



     8.  Sulfate removal  --  purge, Glauber's salt, gypsum,



                              other sulfate
                                 918

-------
     Aldehyde reactants - glV'Qxa,lic a,cid, glyoxal - are unique in
requiring no alkali additives.  Tlxey should generally result in
excellent steam requirements, but may* have to be used with lower gas
temperatures, resulting in high costs for flue gas cooling.

Flowsheet Alternatives

     There are five important gr'oups of flowsheet alternatives.  These
can interact quite strongly with the selection of reactants and/or
the selection of other specific flowsheet alternatives.

     If solution evaporation is used for steam generation, the result-
ing dilution water should not be added to the stripper feed unless
pyrosulfite or buffer acid solids are present.  Avoiding solution
evaporation can be advantageous to the extent that it avoids corrosion-
resistant materials in the evaporator and eliminates boiling point
elevation (important with some methods of heat recovery).

     A dual scrubber feed eliminates the detrimental effect of non-
linear equilibria.  Since buffers accomplish the same purpose, the
combination of buffer additives with a dual scrubber feed is not
attractive.

     A scrubber system can be operated with additional solid or liquid
phases with or without solution evaporation.  The effect of an addit-
ional phase interacts with reactant selection and the mode of
evaporation/dilution.

     Heat recovery options can usually be incorporated with any
reactant or flowsheet combination.  However, multiple-effect evapora-
tion or low-pressure steam would be less attractive with systems us-
ing temperature e'ffects to reduce steam requirements, since portions
of the regeneration would occur at lower temperature.

     The optimum method of sulfate removal interacts strongly with
the reactant selection.  It may also vary depending on the mode of
evaporation/dilution,

CONCLUSIONS

     1.  It will be difficult to develop a steam regeneration system
which is superior to the Wellman-Lord process in steam requirements
and simplicity, though there are many possibilities.

     2.  Without gas cooling or solids crystallization, ethylene-
diamine sulfate or chloride solution may be effectively used with
lower steam requirements than Wellman-Lord.

     3.  A properly designed system based on the crystallization/
dissolution of 1(28205 solids should give steam requirements compe-
titive with Wellman-Lord.

     4.  Aluminum salt solution could be a competitive scrubbing
solution when used in combination with gas cooling.

     5.  Nonvolatile aldehydes have a definite potential for reduced
steam requirements, although they may also require non-adiabatic flue
gas cooling.

-------
     6.  The use of evaporation and/or crystallization generates a
number of possible alternatives that have not been fully  explored,

ACKNOWLEDGEMENTS

     The author was supported during the period of this work by a
graduate fellowship from the National Science Foundation,

REFERENCES

1.  Applebey, M. P., J. Soc. Chem. Ind. Trans., 56,  139  (.1937) .

2.  Bailey, E. E,, "Proceedings:  Symposium on Flue  Gas Desulfurization
  .  - Atlanta", EPA-650/2-74~136b, p. 745  (1974).

3.  Battaglia, C. J, and W. J. Miller, Phot. Sci. Eng.. 12, 46  (1968).

4.  Davis, J. C., Chem. Eng.. 7jK27),43 (1971).

5.  Fleming, E. P. and T, C, Fitt, Ind. Eng. Chem..  42. 2253  (1950).

6.  Foerster, F. and A. Hornig, A.norg. Allgem. Chem....  125,  86  (1922).
    l
7.  Graefe, A. F., L. E. Gressingh, and F. E. Miller,  PB  196-781,  U.S.
    EPA, U970),

8,  Green, L. R. and J. Hine, J.._  Org. Chem. . 39.  3896  (1974).

9.  Johnstone, H. F., Ind. Eng. Chem.. 27, 587 (1935).

10. Johnstone, H. F., H. F. Read, and H. C. Blankmeyer, Ind. Eng.
    Chem. . 3jO, 101 U938) ,

11. Johnstone, H. F. and A. D. Singh, Univ. of 111.  Eng.  Expt.  Sta.
    Bull., 324 C1940).

12, Kohl, A. L. and F. C. Riesenfeld, "Gas Purification", McGraw-Hill
    Book Co,, New York, C1960).

13. Marcheguet, H. G. L., U.S. Patent 2,994,585 (1961).

14. Marcheguet, H. G. L. and L. Gardon, U. S. Patent 3,350,165  (1967).

15. Mclntyre, G. H. , B. P. Block, and W. C. Fernelius, J_._ Amer. Chem.
    Soc. , 8.1, 529 (1959) .

16, Nissen, W. I.,  D. A. Elkins, and W. A. McKinney,  "Proceedings:
    Symposium on Flue Gas Desulfurization - New Orleans", EPA-600/
    2-76-136b, p. 843, 1976,

17. Pedroso, R. I., "Proceedings:  Symposium on Flue Gas  Desulfuri-
    zation - New Orleans",' EPA-600/2-76-136b, p.  719,  C1976) .

18. Roberson, A. H,, G. W, Marks, U,S. Bureau of  Mines Rep, of  Invest.
    3415 (1938).

                                  920

-------
19.  Rochelle, G, T,, Electric Power Research Institute Report No.
    FP-463-SR, July, (1977).

20.  Rochelle, G. T. and C. J. King,"Proceedings of the Second Pacific
    Chemical Engineering Congress", p. 261 (1977a).

21.  Rochelle, G. T. and C. J, King, "Process Alternatives for Stack
    Gas Desulfurization with H2S' Regeneration to Produce Sulfur",
    presented at AIChE 70th Annual Meeting, New York, November, 1977b.

22,  Sawai, K and T. Gorai,"Proceedings of the Second Pacific Chemical
    Engineering Congress", p. 340 (1977),

23.  Schneider, R. T. and C, B. Earl, "Proceedings:  Flue Gas Desul-
    furization Symposium", EPA-650/2-73-038, p. 641, (1973).

24.  Slack, A. V. and G. A. Hollinden, "Sulfur Dioxide Removal from
    Waste Gases", Noyes Data Corp., Park Ridge, New Jersey  (1975).

25.  Stark, W. H., A. A. Syme, and J. C. H. Chu, "Proceedings:
    Symposium on Flue Gas Desulfurization - New Orleans", EPR-600/
    2-76-136b, p. 981 (1976).

26.  Stewart, T. D. and L. J.  Donnally, J. Am. Chem. Soc. , 54, 3555
    (1932) .

27.  Weidmann, H., G, Roesner, Metallges. Periodic Rev., February (1936)
                                  921

-------
APPLICATION  OF DRY  SORBENT  INJECTION  FOR SO2
               AND  PARTICULATE  REMOVAL
             N. D. Shah, D. P. Teixeira, and R. C. Carr
                         Air Quality Control
                 Fossil Fuel Power Plants Department
                         Palo Alto, California
  ABSTRACT

      Integrated processes designed to remove two or more pollutants
  simultaneously from  a  coal-fired boiler flue gas  are of considerable
  interest from  both an economic and operational standpoint. One such
  approach is through the injection of dry sorbent in the flue gas duct
  followed by collection of spent material and fly ash in the electrostatic
  precipitator or baghouse.
      A review  of literature indicates that most of the work conducted to
  date is confidential and concentrated in specific areas for sales purposes
  without due  consideration to understanding  the basic parameters
  involved in the  process. Previous investigations have confirmed that
  alkaline material containing calcium and  magnesium are relatively
  ineffective in removing S02,  while the  alkaline materials containing
  sodium have been identified as attractive dry sorbents. A higher flue gas
  temperature generally results in better S02 removal, but basic informa-
  tion concerning  kinetics and  thermodynamics of the heterogeneous
  reaction is lacking. It has been concluded that a systematic study of the
  process under well-characterized and controlled conditions simulating
  practical utility boiler applications is  necessary before the technology
  can be considered for constructing commercial installations.
      EPRI's current efforts in dry SO2 removal research are focused on
  bench-scale research to provide a data base that will define the range of
  operating parameters for future  pilot- and full-scale  installations. The
  effects of sorbent type, residence time, temperature, particle size, and
  stoichiometric ratio on  S02 removal  efficiency and sorbent utilization
  will be evaluated.
      Future plans include formulation of a complete program at a larger
  scale based on the data obtained from the bench-scale study. Additional
  future work will  concentrate on the problem concerning the effect of
  sorbent injection on air preheaters, waste disposal of the spent material,
  availability  and  supply of various  sodium  based sorbents, and  an
  economic evaluation.
                                  922

-------
                   APPLICATION OF DRY SORBENT INJECTION FOR
                         S02 AND PARTICULATE REMOVAL
INTRODUCTION

To comply with the emission standards promulgated by EPA for coal-fired
boilers, a considerable effort towards the development of sulfur oxide removal
equipment has been mounted.  To date, efforts have focused on wet
lime/limestone scrubbing of Eastern high-sulfur coals.  However, interest in
developing a practical and low cost 502 removal system for Western low sulfur
coal has increased significantly in recent months due to pressures from local
regulatory bodies and passage of the 1977 Clean Air Act Amendments.  Dry
sorption of 502 is a relatively new technology but indicates promise of
becoming a commercially viable process.

Dry 502 cemova^ possess features which show promise for lower overall
capital/operating costs and greater reliability compared to wet scrubbing.
The advantages of dry scrubbing are:

•    Lower capital cost since particulate and 802 removal can be achieved in a
     single device.
•    Anticipate greater reliability and lower maintenance due to the
     simplicity of the process.
•    3-5% energy savings compared to wet scrubbers.
•    Savings of 1 GPM/MW wet scrubber water consumption.
                                    923

-------
While the process sounds attractive, it does have some disadvantages:

•    Moderate S02 removal efficiency (60-70%).
•    High reagent cost
•    Problems in connection with availability, supply and transportation of
     the sorbents.
•    Lack of operating experience.
•    Spent sorbent disposal requirements unknown/lack of commercially
     available regeneration process.

It appears from the above analysis that dry scrubbing shows promise for the
western part of the country where only moderate S02 removal is needed and
reagents are generally available.

LITERATURE SURVEY

EPRI's report No. FP-207^3^ "Evaluation of Dry Alkalis for Removing Sulfur
Dioxide from Boiler Flue Gases" summarized the various known aspects of dry
scrubbing processes.  From the review of this report, it appears that raost of
the development work^ »''»»'' conducted to date is oriented towards
sales promotion without due consideration to providing specific design
criteria relative to the process.  Basic technical information pertaining to
energy consumption, resource requirements, capital and operating costs is
lacking.

Tests conducted by Air Preheater Co.,  ' at the Public Service of New Jersey's
Mercer station are probably the best to date in terms of identifying and
quantifying the effect of the major controllable variables in the process.
These tests (see Table 1) and work conducted by others^ »^ have shown
significantly higher reactivity of alkaline material containing sodium
compared to calcium and magnesium.  For this reason, future work is expected
to be concentrated in investigating various sodium based dry alkaline
materials.
                                      924

-------
Temperature and stoichiometric ratio were identified in the Mercer study^ '  as
important process variables.   Table
                                     ^ '
       shows that
                                                        removal efficiency
increases as the temperature and stoichiometric ratio are increased.   However,
no attempt was made to explain these results in terms of rate controlling
steps for the heterogeneous reaction.  Since both duct and baghouse were
operated at high temperatures, extrapolation of the data presented in Table 1
to full scale where collection occurs at low temperature, is questionable.
Data presented in Table 1 for sorbent utilization should be used with caution
because of the questionable validity of the assumptions^ ' made.
                                   Table 1
                          Results from Mercer Tests
                          Stoich. Ratio = 1
                 Stoich. Ratio = 3

Additive
Sodium Bicarbonate-270°F
Sodium Bicarbonate-350°F
Sodium Bicarbonate-600°F
Nahcolite -350°F
Nahcolite -600°F
Conv.
Eff .*
%
32
48
90
65
94
Util.
Eff.*
%
32
48
90
65
94
Conv.
In Gas*
%
—
26
72
11
60
Conv.
Eff.
%
48
76
—
85
—
Util.
Eff.
%
16
26
—
30
—
Conv.
in Gas
%
12
12
—
24
—
Hydrated Dolomite
  Lime            -350°F
Hydrated Dolomite
  Lime            -600°F   20
20
                                         95
20
38
 7
13
75
80
     *Nonienclatures:
      Conv. Eff. = SC>2 Conversion Efficiency
      Util. Eff. = Additive Utilization Effectiveness
      Conv. in Gas =  SCU Conversion in the gas stream or in suspension,
Tests by Wheelabrator-Frye Inc.^ '  at the Nucla Station of Colorado Ute
Electric Association showed SC>2  removal efficiency in the range of  50 to 70%.
Since these tests were conducted on a confidential basis, details of the
tests — such as particle size,  temperature-time history — are not readily
available.
                                     925

-------
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                       926

-------
The results of tests conducted by The Superior Oil Co-^ '  in conection with
Nahcolite injection in a flue gas duct are presented in Figure 1.   It is
evident from this figure that as residence time, temperature and stoichio-
metric ratio are increased, SCK removal efficiency also increases.  The effect
of temperature is more pronounced between the temperature range 1400°F to
2500°F.  Residence time above 1 second does not result in an appreciable
increase in S02 removal efficiency.  It should be noted that these data were
obtained on flue gas from an oil-fired furnace with synthetic S02  gas
injection and hence might not be applicable to flue gas from a coal-fired
boiler.

Figure 2 shows the comparison of various sodium alkalis tested by  Superior.^ '
Results clearly show the superior reactivity of biocarbonate containing
compounds compared to carbonates.  The higher reactivity of. bicarbonate may be
due to the porous structure of the material caused by the decomposition
reaction:
             2 NaHC03->Na2C03 + H20 + C02
The formation of C02 and H20 leaves a porous Na2C03 which allows easier
passage of S02 resulting in an improved rate of diffusion of S02-   The final
reaction between Na-jCO-, and S02 is assumed to take place as follows:
             Na2C03 + S02 + 1/2 02->Na2S04 + C02
It is evident from the above reactions that the kinetics involved  in the dry
scrubbing process are much more complex.

Recently, tests were conducted by Wheelabrator-Frye Inc. ^   ' at Stanton
Station of Basin Electric to investigate the use of fabric filter  for fly ash
and S02 removal by nahcolite injection.  Unfortunately, no information
concerning the results from these proprietary tests is available at present.

In summary, the presently available data on the dry sorbents are encouraging,
but there is a need to obtain more data to better characterize and optimize
the removal process in terms of the pertinent parameters.
                                      927

-------
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                                                 928

-------
EPRI'S ACTIVITIES

Before going into the details of EPRI's plan in the dry scrubbing area, it is
necessary to examine various methods proposed to remove SC^ with solid
alkaline materials.

These methods are:

•    Addition to  fuel
•    Injecting the agent into the furnace separate from the fuel
•    Contacting the gas containing SC^ with a fixed or fluidized bed of
     sorbent
•    Injecting the agent in the flue gas duct followed by collection in an
     electrostatic precipitator or baghouse

One of the serious drawbacks of adding the agent to fuel or combustion zone
injection is that it could interfere with the operation of the boiler.
Problems associated with high pressure drop, mechanical complexity, cost and
ash handling are yet to be solved before the fixed and fluidized bed processes
could become commercial.  Accordingly, it seems that the only practical dry
process application in the near future is through injection of sorbent in the
flue gas duct followed by collection in an electrostatic precipitator or
fabric filter.   However, before, this technology can be applied to a
commercial installation, a systematic study quantifying the effects of
controllable parameters and examining application related problems, is
necessary.

For this reason,  EPRI's current efforts are focused on a bench-scale research
designed to quantify the effect of various significant parameters on SC>2
removal efficiency and sorbent utilization.   The bench-scale study will be
conducted at a  scale of 725 SCFM under well characterized and controlled
conditions simulating a utilty boiler application.   The program (see Table 2)
is designed to  obtain data pertaining to the effect of residence time,
temperature, particle size, stoichiometric ratio,  sorbent type on SC^ removal
                                     929

-------
efficiency and sorbent utilization.  Electrical resistivity of the spent
material will be determined to investigate the feasibility of using dry
scrubbing process to enhance particulate collection in electrostatic
precipitators.  The effect of sorbent injection on NO  and particulate
                                                     X
emissions will also be evaluated.  The data relating to the degree of reaction
occurring in suspension versus on the filter cake of the bags or precipitator
plates will also be gathered.  Assuming successful completion of the bench-
scale research, future work will be aimed at pilot and full-scale
demonstrations.
                                   Table  2
                  Test Program  for EPRI's Bench-Scale Study

   No.         Variable                         Range
    1.     Duct temperature              300, 450, 600, 800,  and 1100°F
    2.     Stoichiometric ratio          0, 1, 2
    3.     Residence time in the duct    0, 1, 2, and 4 sec.
    4.     Type of sorbent               Nahcolite*, NaHCo^*, Na2C03, trona*
    5.     Sorbent particle size         -10 mesh, -65 mesh,  -100 mesh and -200 mesh

 Including calcined form.
WASTE DISPOSAL/REGENERATION

No  study on dry SQj removal would be complete without evaluating the disposal
aspects of spent sodium sorbents.  A number of investigators^ *' have
proposed several chemical and mechanical fixation methods for disposal of
spe t sorbent based on theoretical considerations.  To present a clear picture
to  utility industries, a detailed economic analysis of various options is
necessary.  EPRI's future plans will be concentrated in examining and
screening these options for utility application.

Another alternative to waste disposal is the regeneration^ '' of feed
sorbent material from spent sodium compounds.  This would obviate the problem
in  connection with availability and supply of various sodium containing
compounds.  To present an overall picture, the regeneration process will have
to  be integrated with dry scrubbing.  A description of sodium regeneration
processes as applied to dry scrubbing is presented by Dalton.^  '
                                       930

-------
SUMMARY

Dry scrubbing appears to be an attractive alternative in some cases, but
further research is needed before the technology can be considered for
commercial application.  Sodium based sorbents have been identified as
superior reactants in dry state compared to sorbents containing calcium and
magnesium.  The bench-scale study sponsored by EPRI will provide answers to
questions related to the effect of controllable parameters involved in the dry
scrubbing processes.  It is anticipated that follow-on efforts will include
construction and operation of a pilot plant, and subsequently, a full-scale
plant.  The problem of disposal of waste sodium sorbents must be solved before
the technology can be further considered for commercial application.
                                     931

-------
REFERENCES

1.   Dulin, J. M. and Rosar, E. C., Environmental Science and Technology,
     Vol. 9, p. 627, July 1975.

2.   Genco, J. M., Rosenberg, H. S., Anastas, M. Y.,  Rosar, E. C. and Dulin,
     J. M., Journal of Air Pollution Control Association,  Vol.  25,  No.  12,
     p. 1244, December 1975.

3.   EPRI report No. FP-207, Palo Alto, California, October 1976.

4.   Levelspiel, 0., Chemical Reaction Eng., Wiley Eastern Pvt- Ltd., New
     Delhi, 1969.

5.   Han Liu, et al., "Evaluation of Fabric Filter as Chemical Contactor for
     Control of Sulfur Dioxide from Flue Gas," Air Preheater Co.   NTIS report
     No. PB 194 196, Durham, North Carolina, 1969.

6.   Genco, J. M. and Rosenberg, H. S., Journal of Air Pollution Control
     Association, Vol. 26, No. 10, p. 989, October 1976.

7.   Doyle, D. J.,  Electrical World, February 15, 1977.

8.   Dulin, J. M. and Rosar, E. C., paper presented at 104th Annual AIME
     meeting, New York, New York, February 1975.

9.   Genco, J. M. and Rosenberg, H. S., paper presented at AICHE meeting,
     Chicago, Illinois, August 1976.

10.  Cook,  W. W., and Maitland, J. A., U.S. Patent No. 3, 823, 676, July 16,
     1974.

11.  Veazie, et al., "Feasibility of Fabric Filter as a Gas-Solid Contactor to
     Control Gaseous Pollutants," NTIS report No. PB 195 884, August 1970.
                                     932

-------
12.   Philips, T.,  Soot,  P.,  and Niman,  S.,  report  on  "Evaluation of Dry
     Alkalis for Sulfur  Dioxide Removal  Both Retrofit and New Construction,"
     Pacific Power and Light Co.,  April  1977.

13.   Slack, A. V., "Sulfur Dioxide Removal  from Waste Gases," Noyes Data
     Corp., Park Ridge,  New  Jersey,  p. 20,  1971.

14.   Environmental Science and Technology,  p.  856,  Vol.  11,  No. 9, September
     1977.

15.   Dalton, S. M., "Sub-system Combination for Recovery Processes—Addressing
     the Problems," paper presented at Symposium on FGD, Hollywood, Florida,
     November 11,  1977.
                                      933

-------
UNPRESENTED PAPERS
        935

-------
           OPERATING EXPERIENCES WITH KAWASAKI
MAGNESIUM-GYPSUM  FLUE  GAS  DESULFURIZATION  PROCESS
                             Hajimu Tsugeno,
                           Takashi Mashita, and
                               Tadaharu Itoh
                        Kawasaki Heavy Industries, Ltd.
                      Chemical  Plant Engineering Division
                               Akashi, Japan
       ABSTRACT

           Construction of the first and the second commercial plants using a
       Magnesium  Gypsum Flue  Gas  Desulfurization  Process  recently
       developed by KAWASAKI HEAVY INDUSTRIES, LTD. (KHI) were com-
       pleted and the trial runs were finished in the beginning of 1976. An
       outline of the processing equipment, and performance data in the trial
       runs of the flue  gas desulfurization plant for Japan Exlan Co., one of
       these commercial plants, are summarized in this paper.
           Construction of the Japan Exlan plant was completed in the end of
       1 975, and it has remained in operation, after a 2-month trial run, since
       March 1976. In this plant, lime is used as the absorbent agent (with
       addition  of small amounts of magnesium  hydroxide) and gypsum is
       recovered as a byproduct from the plant. A mixed slurry of calcium and
       magnesium solids  is used in  the absorber,  in which sulfur dioxide
       removal  efficiency is more than 93 percent. Stable continuous opera-
       tion, with no trouble of scaling, has been maintained since the trial run.
           We have found a possibility to refine this process to a high degree,
       improving on the present Magnesium-Gypsum Process, based on  our
       experiences obtained in the runs at the above commercial plants and on
       the results of several investigations of our own related to the process.
           The  results  of the above  investigations  and  an  outline of  the
       improved process are also summarized in this paper.
                                     936

-------
                         OPERATING EXPERIENCES WITH
       KAWASAKI  MAGNESIUM-GYPSUM FLUE GAS  DESULFURIZATION PROCESS
                                  INTRODUCTION
 KHI  constructed two commercial plants of the newly developed Magnesium Gypsum
 Flue Gas Desulfurization Process at the end of 1975,  which  have been in stable
 operation after the trial run since the beginning of  1976.

 The  KHI Magnesium-Gypsum Flue Gas Desulfurization Process was developed and
 brought into practical use based on our own experimental study on a pilot
 plant in 1972 and 1973 with a magnesium absorbent in  which  we at KHI have a
 rich experience.

 We obtained an order of the first commercial plant by this  process from Unitika
 Co., Okazaki Works, and that of the second one from Japan Exlan Co., Saidaiji
 Works, 1974, and both of these plants were constructed in 1975.

 This process is suitable for the flue gas of coal firing as well as that of oil
 firing, and is expected to be a main process of KHI's flue  gas desulfurization
 plant in the future.

 Lime is used in the plant for Japan Exlan Co., as in  the case of our pilot
 plant, meanwhile, limestone is used as a main absorbent agent with a little
 addition of lime in the plant for Unitika Co.    Gypsum is  recovered as a by-
 product in the both plants.    Results of the trial run and successive com-
 mercial run of the flue gas desulfurization plant for Japan Exlan Co. and our
 several investigations related to this process, improvements of the process
.according to the above results and an outline of a proposal of the flue gas
 desulfurization plant applying the improved process are summarized in this
 paper.
                                     937

-------
         J,  RESULTS  OF RUN OF THE FLUE GAS  DESULFURI-
             ZATION PUNT  FOR JAPAN EXLAN  CO,
The flue gas desulfurization  process adopted to Japan Exlan plant is a standard
Magensium-Gypsum Process,  in  which  lime is used as an absorbent and gypsum is re-
covered as a by-product.

This plant was ordered  in  August  1974, constructed in December 1975, and has
been in commercial run  since  March  1976  (after  the two-month trial run begin-
ning in January 1976).

A.  OUTLINE OF EQUIPMENT

1.  Design Specification

    The absorption section  is  divided into two units for the convenience of opera-
    tion, but the other sections  such as oxidation, gypsum separation, raw mate-
    rial feeding and magnesium  hydroxide regeneration are each common units which
    serve the two absorption  units.
         Location             : Japan Exlan Co., Saidaiji Works,  Japan
         Use
:  Desulfurization of the flue gas from the boilers
  for  power  generation and for supply of process
  steam
         Fuel of boiler
  8,2 — 3 wt%, Bunker C Oil
         Gas flow rate
  No.l  Absorber
  No.2  Absorber
:  160,000  NrnVh
:  140,000  Nm3/h
         SOx concentration
         (dry)
  Absorber  Inlet
  Absorber  Outlet
  1,412  ppm
     90  ppm
         Particulates con-
         centration (dry)
  Absorber  Inlet
  Absorber  Outlet
  less  than  0.2  g/Ntn3
  less  than  0.1  g/Nm3
  (after  reheating)
                                    938

-------
     Absorbent agent      :  Ca(OH)2  :  953 kg/h
                            Mg(OH)2  :    6 kg/h
     By-product           : Gypsum :  2,214 kg/h
                            (not including the moisture)
     Exhanust gas heating :  Afterburner
     system
The general view and the general arrangement of this plant are shown in

Figures 1 and 2, respectively.


The specifications of the main equipment are shown in Table 1.
                               939

-------
Figure 1.   General View of the FGD Plant for
            Japan Exlan Co.
                         940

-------
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                                           942

-------
2.  Description of the Process

    The process flow diagram is shown in Figure 3.
    The process consists of the following three sections;

    a.  Raw material feeding and magnesium hydroxide regeneration section.

    b.  Absorption section.

    c.  Oxidation and gypsum separation section.


    a.  Raw Material Feeding and Magnesium Hydroxide Regeneration Section;

        Raw materials of lime and magnesium hydroxide are supplied from the
        hoppers to a mixing tank, in which they are mixed with water to form a
        slurry and are sent into a magnesium hydroxide regeneration tank.

        In  the regeneration, tank, mother liquor (solution of MgSOi,) which
        is circulating in the system and has no ability of absorbing the sul-
        furdioxide gas is regenerated as an absorbent, changing into Mg(OH)2
        by the reaction (1).

            MgSOi, + Ca(OH)2  -»•  Mg(OH)2  + CaSCK ......... (1)

        The slurry of raw materials which contains lime and magnesium hydroxide
        is supplied to the absorber, after being stored in a alkali slurry
        tank.

    b.  Absorption Section: Flue gas from the boilers is sent to the absorber
        through a fan, is quenched by cooling water in the absorber, and then
        is contacted efficiently with a  slurry of magnesium and calcium solids.
         The  SOa  is absorbed and removed according to the reactions (2) and (3)

            MgS03  + S02  + H20  *  Mg(HS03)2  .............. (2)

            CaS03  + S02  + H20  •*  Ca(HS03)2  .............. (3)

                                    943

-------
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    After  the elimination  of  mist  and being reheated to prevent a steam
    plume,  the  clean gas  is emitted to atmosphere.

    Meanwhile,  part  of absorbent slurry  is  pumped to the oxidation and
    gypsum  separation section ;     the remainder is  neutralized by the
    reactions (4) — (7).

        Mg(HS03)2 +  Mg(OH)2   -*•  2MgS03 + 2H20 ...............  (4)

        Mg(HS03>2 -I-  Ca(OH)2   •* MgSOa  + CaSO, +  2H20 ........  (5)

        Ca(HS03)2 +  Ca(OH)2   -*• 2CaS03 + 2H20  ...............  (6)
        Ca(HS03)2 + Mg(OH)2  •*•   CaS03  + MgS03 + 2H20 ..
    Then,  the neutralized slurry is circulated to the absorber to be
    re-used.
c.  Oxidation and Gypsum Separation Section: The absorbent  liquor  which has
    been consumed to absorb S02 , is supplied to an oxidizer from the  absorp
    tion section and oxidized by air according to the  reactions  (8) ^ (11).
    Consequently it becomes possible to separate magnesium  from calcium,
    as the solid phase crr.sists of only CaSOi» and liquid phase consits  of
    only MgSOi».

        CaSOs +  -f-°2 + 2R2°   *  CaSOi,. 2H20 ............... (8)

        Ca(HS03)2 + -y-°2 + H20  •*  CaSO^. 2H20 + S02  ........ (9)

        MgS03 +   -02 -»• MgSOv ............................... (10)
        Mg(HS03)2 + -y-02 * MgSOn + H20 + S02 ............... (11)

    Alkali remaining in the slurry are neutralized through the reactions (12)
    and (13).

        Ca(OH)2 + S02 + -4-02+ H20  •*  CaSOi, . 2H20  ......... (12)

        CaC03  + S02 + --Oz + 2H20  •*•  CaSOw . 2H20 + C02 ...(13)
                               945

-------
         At first we planned to supply HaSCK in order to neutralize the excess
         of Ca(OH)2, but Ha SO i, is not used at present as it proved to be un-
         necessary.

         Gypsum slurry from the oxidizer is dewatered by a thickener to a favour-
         able concentration for a centrifuge (about 15%), and,  separated into
         gypsum and  mother liquor through a centrifuge.

         The gypsum  is taken out from the system as a by-product,  and the rest
         liquor is pumped to the Mg(OH)2 regeneration section and  is re-cycled
         as absorbent.

         The quantity of make-up of magnesium hydroxide  is equal to the loss of
         magnesium(as MgSOu)contained in the  moisture of gypsum,  and it is
         only a very small quantity.
B.  RESULTS OF TRIAL RUN

1.  Progress and Outlook of Trial Run

    Progress of the trial run is shown in Table 2.
    The trial run was started in December 1975 and was completed in the middle of
    March 1976 with no major trouble.
    We delivered the plant to the client after the trial run,  and the plant pass-
    ed an official test with no problem at the end of March 1976.

    After an adjustment run (a test run in which an absorbent  liquor is adjusted
    to be a designed condition), we had a minimum load run (15 — 20%) in the
    No.l absorber and a maximum load run (100%) in the No.2 absorber, respective-
    ly, in which we could confirm the high efficiency with no  problem.

    In addition to the above, we confirmed the effects of such factors as pH of
    absorbent liquor, liquid-to-gas ratio, etc., on the absorption efficiency.
                                     946

-------
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                                                                   947

-------
2.  Results of the Performance Tests
    a.  Results of Maximum Load Test;  The results of the maximum load test was as
        follows, in which we obtained very good results surpassing the design
        value.
        Flue gas conditions (at the inlet of the No.2 absorber);

             Gas flow rate     :  146,000 Nm3/h
             Gas temperature   :  170°C
             Sulfur in oil     :  2.5 - 3.0 wtZ

        Operating conditions:
             Mole ratio cf alkali agents supplied
             to the absorber
             Flow rate of circulating absorbent liquor
             pH of absorbent liquor
             pH in the  oxidizer (1st stage)
             pH in the  oxidizer (2nd stage)
             Moisture of by-product gypsum
  Ca2+/Mg2+ .
  1,260 m3/h
  5.3
  3.5
  2.5
  9 wtZ
3.5 -4
        Result of measurement of efficiency:
             SOx concentration at the inlet of the
             absorber (dry)
             SOx concentration at the outlet of the
             absorber (dry)
             Desulfurization efficiency
             Guarantee value:
                 SOx concentration at the inlet
                 SOx concentration at the outlet
                 Desulfurization efficiency
             Particulate concentration at the inlet
             of the absorber (dry)
             Particulate concentration after re-
             heating (dry):
             Guarantee value:
                 Particulate concentraion at
                 the inlet
                                    948
:  1,570 ppm

:     79 ppm
:  95.OZ

:  1,412 ppm
:    100 ppm
:  93Z

:  0.190 g/Nm3

:  0.051 g/Nm3


:  0.2 g/Nm3

-------
              Particulate concentration after
              re-heating                            :  0.1 g/Nm3

    We found no scaling in an inspection to the inside of absorber during a
    stoppage of the plant, and so we could confirm that the scaling trouble
    could be mitigated by the presence of MgSO<,.

b.  Results of Several Tests:
    Relation between pH of Absorbent Liquor and Desulfurization  Efficiency;
    Relation between pH of absorbent liquor and desulfurization  efficiency is
    shown in Figure 4 with a parameter of liquid-to-gas ratio.
    Above data are for a 75% of gas load factor,  and the desulfurization ef-
    ficiency can be expected to be higher in a 100% load, because the contact
    of gas and liquid is expected to be more efficient.

    Relation between Liquid-to-Gas Ratio and Desulfurization Efficiency;
    Relation between the liquid-to-gas ratio and   the  desulfurization effi-
    ciency, in the condition that pH of the absorbent  liquor is  5.5 and the
    gas load factor is 100%, is shown in Figure 5.

    It is recognized that a high efficiency of desulfurization can be obtain-
    ed with a small value of liquid-to-gas ratio  in the Magnesium-Gypsum
    Process, compared with  a  lime scrubbing process in which a  liquid-to-gas
    ratio of 10 — 20£/Nm3 is necessary in general.

    The velocity of the reaction of desulfurization depends largely on a
    solubility of absorbent agent,  and the higher the  solubility of SOs  in
    the absorbent liquor is, the higher absorption  efficiency can be obtained.

    Relation between the solubility of Sol~ and the MgSO., concentration in
    the  absorbent  slurry  is  shown  in  Figure  6.    In  this  process,  the  solu-
    bility  of  SOl" is  high,  because
    at   a   concentration  of  50  g/i.
bility of SOl" is high, because MgSOi, is contained in the absorbent liquor
    This  is  exactly  the  reason why  there  exists an  apparent  difference  in
    desulfurization  efficiency between Magnesium-Gypsum  Process, which  contains
    MgSOi*  in the absorbent,  and  lime  scrubbing process which does not apply

-------
dP
                            gas  load  factor  :  75%
                        5.5                 6.0

                           Absorbent pH
  Figure 4.   Relation  between  Desulfurization Efficiency and
              Absorbent pH
                               950

-------
  100
e-
c
0)
1-1
u
W


o
•H
•P
id
N
•H
M
(0
Q>
Q
   90
80
   70
                                          absorbent pH :  5.5,


                                      gas load factor :  100%
                    Liquid-to-Gas Ratio  L/G U/Nm3)
      Figure 5.   Relation between Desulfurization Efficiency and

                  Liquid-to-Gas  Ratio
                                  951

-------
       10
    O
    CO

   I
   NO
    O
    CO
50
                                                 100
                 MgSO*. Concentration
Figure 6.   Relation  between MgSO. Concentration  and


            S0?~  Solubility
                              952

-------
Relation between the Gas Load Factor and Desulfurization Efficiency:
Relation between the gas load factor and desulfurization efficiency with
a parameter of liquid-to-gas ratio is shown in Figure 7, where pH of the
absorbent liquor is 5.5.

Desulfurization efficiency tends downward as the gas load factor becomes
lower if all other operating conditions are held constant.
However, in practice, the desulfurization efficiency becomes higher,
since the flow rate of circulated absorbent liquor is kept constant
irrespective of the gas load factor, resulting in the liquid-gas ratio
becoming relatively larger as the gas load factor becomes smaller.
                             953

-------
    50
   70-         80
Gas Load Factor  (%)
90
100
Figure 7.   Relation between Desulfurization Efficiency and
            Gas Load Factor
                             954

-------
C.  PROBLEMS AND SOLUTIONS IN THE TRIAL RUN

    The trial run was successful and we had not so many major problems.
    Some problems we experienced in the trial run were as follows:

1.  Scaling Trouble of the Mist Eliminator

    When we inspected the inside of the equipment after 1,000 hours of operation,
    no scaling was found in the absorbers  proper,  in the piping around the absorb
    er, in the raw material slurry section and in the mother liquor section,
    however, some scale mixed with carbon  dust was found in the No. 2 mist elimi-
    nator and in the No. 2 drain tank including the attached piping.

    We made an investigation of the factor of the scaling and the  solution  to
    avoid the scaling,  which may disturb the continuous operation.
    The mist eliminator was washed with mother liquor in order to prevent the
    adherence of mist.

    According to our investigation,  we found the factor of scaling as follows;

    a.  When the gypsum contained in a mother liquor as a saturated solution is
        mixed with the mist of absorbent liquor,  solidification of gypsum occurs
        because a solubility of gypsum becomes lower.

    b.  The gypsum is generated by the following reaction between the sulfuric
        acid contained in mother liquor for washing and CaSOa contained in the
        mist of absorbent liquor.
            CaS03  + HiSCK   -»•  CaSO.,  + H20 + S02

        Considering the above phenomena,  we tried to change a condition of opera-
        tion,  to make some modification of the equipment,  etc.,  but we could not
        get a  final solution.

        We finally   gave  up the washing with mother liquor in the No. 2 absorption
        section, and an intermittent washing method  with industrial water was
        adopted.
                                    955

-------
        Studying the optium quantity of washing water and the optimum inter-
        val of washing,  we found it possible to wash the mist eliminator within
        the.  limits of the water balance of the process, which keeps  no discharge
        of effluent liquor.

        Good operation without any trouble of scaling has been maintained since
        then.   On the other hand,  in the No.l absorption section,  washing with
        mother liquor has been kept in operation without any trouble  of scaling,
        because the composition of  absorbent liquor in the No.l absorption section
        is different from that of the No.2 absorption section due to  a low gas
        load factor.
2.  Clogging in a Chute of Pulverized Material Feeding Equipment

    The chute  provided between a screw conveyor and a bucket elevator and those
    provided between a bucket elevator and a service hopper were often clogged.
    However, the absorption section which is an essential part of the whole equip-
    ment, has never been stopped in operation, partly because the enough quantity
    of raw material slurry for several hours operation was stored in the alkali
    slurry tank.

    It proved that the clogging was caused by inadequacy of the shape of the chute
    such as too large curvature, too small area of its cross section, etc.

    Trouble of the clogging was solved by the following counter-plan.

    a.  Enlargement of the area of the cross section of the chute.

    b..  Decreasing the number and inclination of the curvatures.

    c.  Lining the chute with Teflon resin.


3.  Clogging of a Filter-Cloth in a Centrifuge

    Drop of the separation efficiency of centrifuges occured in two months from
    the beginning of the trial run.   This process applies non effluent liquor
    system, therefore, the only way for the carbon dust to be taken out of the
    process is the mixing with the gypsum.
                                       956

-------
The drop of the separation efficiency of a centrifuges is caused by clogging
of a filter-cloth with the carbon dusts.
In a normal operation, by-product gypsum has a liquid content of about 102
and can be handled easily, but the separation efficiency becomes lower gradu-
ally as the operation of the centrifuge repeats its batchwise operation,
resulting in the increase of liquid content of the gypsum far over 10Z.

In order to this problem, we tried to use several kinds of filter-cloths and
compared their durability.

Fortunately we  did  find a filter-cloth which was superior in durability and
could be re-used after a light cleaning, outside the centrifuge.

We  solved      the problem of clogging by using the new type of filter-cloth
as mentioned above.
                                957

-------
D.  RESULTS OF COMMERCIAL RUN

    This plant has been maintained a commercial run in a good condition since
    March in 1976.
    There were two times of stoppage for an annual inspection of the boilers, and
    the operability factor (hours the FGD plant was operated/boiler operating
    hours) of the FGD.plant is 98 percent.

    Other conditions of the operation are as follows:

         Gas load factor (average)                    : No.l   20%
                                                        No.2   80Z

         SOx concentration, Absorber inlet            : 1,400 ppm (dry)
         SOx concentration, Absorber outlet           :   100 ppm (dry)

         pH-value of absorbent liquor                 : 5 — 6

         The number of operators                      : 1 person/1 shift
                                                        3 shifts a day

    This process is a closed cycle with no effluent liquor from the system.
    Only a leakage of sealing water from the stuffing box of the pumps or a
    drain water from the gas ducts are discharged outside without recovery,
    which are almost the same as fresh water in quality.

    Cl  concentration in the system is about one thousand ppm.

    By-product gypsum is used for cement additives.

    As an electrostatic precipitator is not equipped in this plant, most of the
    carbon dusts contained in flue gas are mixed into the by-product gypsum.
    Therefore, there are some problems in the quality of gypsum when it is applied
    to the other uses such as wall board.

    After long run, some worn areas have been  observed  in piping made  of resin
    or in a  control valve  for slurry.
                                    958

-------
E.  ECONOMICS

    The operating cost indicated in Table 3 is based on the tentative design of
    Magnesium-Gypsum Process for 500 MW coal fired power unit.
    The capital investment is calculated on the basis of the domestic cost of
    Japan in 1976.
    Basis:
           Coal consumption,  1,372,000 tons/yr - 9,340 Btu/kwh.
           Power unit on-stream time,  7,000 hr/yr.
           Capital investment,  $22,860,000 (without stack gas reheat).
           Disposed gypsum in solid 160,000 tons/yr.
           Cost of utility supplied from power plant  is for the  case of full lo, d
           operation.
                                    959

-------















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960

-------
   II,   INVESTIGATIONS  RELATED TO  DESULFURIZATION  PROCESS
Since practical applications of desulfurization plants  have  been put  into prac-
tice, many experiences of flue gas desulfurization  processes have  been  obtained
and the studies about  the flue gas desulfurization process  have been concent-
rated on some special problems.

Recently, the problems on the waste water  and  the quality of by-product gypsum
have been regarded as more important problems  than  those on  the desulfurization
efficiency which was an important problem at  first stage.
A.  TREATMENT OF THE EFFLUENT LIQUOR

1.  Quantity of Effluent Liquor

    It depends on a balance of water in  the  FGD  process and an allowable level of
    concentration of the harmful  impurities  whether a discharge of effluent liquor
    from the sytem is necessary or  not,  and  how  much the quantity of effluent
    liquor is, if necessary.

    The harmful impurities said above are  classified into the following two kinds:

    a.  The harmful substances for  the process,  which may effect on a desulfuriza-
        tion efficiency,  etc., when they reach a certain level of concentration...
                ~   ~        , etc.
    b.   The harmful  substances  for  the material, which may effect on a corrosion
        when they  reach a certain level of concentration . ......... Cl , F .

    In  general,  it is  seldom  that the discharge of effluent liquor is necessary in
    order to maintain  a balance of  water in the system, except for the case when
    a  pre-scrubber  is completely separated from an absorber in the process.

    It  is possible to  operate without discharging effluent liquor from a full load
    to  a 1/3 load  in the Magnesium-Gypsum Process, where a pre-scrubber  is not
    provided at  the  upstream  of an  absorber.
                                   961

-------
    Therefore,  the factor to decide a quantity of effluent liquor is a level of
    concentration of the abovementioned harmful substances,  especially that of
    Cl ,  which  flows much into the system and is accumulated to a high concentra-
    tion in the case of coal-fired power plant.

    The effect  of the accumulated Cl  is explained as follows:
2.   Effect of Cl  on Desulfurization Efficiency

    It is known that Cl  lowers the desulfurization efficiency in a lime scrubb-
    ing process.
    We have made a basic experiment to confirm an effect of Cl  on the desulfur-
    ization efficiency in a magnesium scrubbing process compared with that in a
    lime scrubbing process.

    The results are shown in Figure 8.
    The conditions of the experiment were as follows:
    a.  Method of test
    b.  Supplied S02 gas
    c.  Initial quantity of the absorbent liquor
        before SOa gas is supplied

    d.  Initial composition of the absorbent liquor
:  Batch reaction

:  Concentration :  1,050 ppm
  Flow rate     :  4.5£/min

:  330 g

Cl
MgS03.6H20
MgS04.7H20
CaSOi,.2E20
r -i en TT c\
L.clbU3 . ^ Ii2^
(wt.%)
(wt.%)
(wt.%)
(wt.%)
(wt.%)
Magnesium- Scrubbing
0
0.8
8.8
10.9
0
2
0.8
8.8
10.9
0
Lime-Scrubbing
0
0
0
10.9
0.5
2
0
0
10.9
0.5
                                    962

-------
lUU'

Oft


0 80-
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	 T^IUO




80-





60-
—
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\ ^^
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Magnesium-Scrubb- Lime-Scrubbing
ing







 +J
 q
 o
 to
 XI
 M-t
 o
       0  0.5  1.0  1.5   0   0.5  1.0  1.5
                      hr                hr
                   S02 supply time

      Relation between S02 supply time and

      desulfurization efficiency
2-
         Magnesium-Scrub
         ing
                    Lime-Scrubbing
       0  0.5  1.0  1.5   0  0.5  1.0  1.5
                      iir               hr

                   S02 supply  time

      Relation  between SO2  supply time and

      absorbent pH
>Figure  8
          Effect of  Cl  on Desulfurization Efficiency
                          963

-------
According to the results of the experiment, SOz absorption efficiency was
conspicuously lowered by the effect of Cl  in the absorbent liquor of a lime
scrubbing process.    On the other hand, in the absorbent liquor of a magnesium
scrubbing process,  the absorption efficiency was hardly lowered in spite of
the presence of Cl .

In addition, the fall of pH-value of the absorbent liquor owing to the pres-
ence of Cl  in a magnesium scrubbing process is much smaller than that in a
lime scrubbing process.

The fall of absorption efficiency and pH-value of absorbent liquor by the
effect of Cl  may be explained by the common ion effect, that is, Cl  sur-
presses the dissolution of SOa , which carries out the absorption of
The solubility of calcium compounds is very small and it is sensitive to an
effect of Cl  , so a small amount of Cl  has a remarkable effect on the de-
sulfurization efficiency.

Meanwhile, the solubility of magnesium compoundsis very large (for example,
the ratio of the solubility of MgSOs to that of CaSOs is over 100:1), so it
is insensitive to a dissolution surpressing effect by Cl ,  and Cl  has not a
practical effect on the desulfurization efficiency as is shown in the results
of the experiment said above.

Therefore, in case that the flue gas from coal-firing which contains a lot
of HC1 is treated, it is necessary to install a  pre-scruhhpr  at the upstream
of an absorber in order to absorb the HC1, or it is necessary to discharge a
large amount of effluent liquor to prevent a rise of Cl  concentration in the
absorbent liquor in a lime scrubbing process.

However, such countermeasures are not necessary in a magnesium scrubbing
process, so it is more advantageous in this respect.

In addition, F has the same effect as Cl~ on the desulfurization efficiency.
However the effect of F is not so large as that of Cl , since the quantity
of HF contained in a flue gas is not so much as that of HCl.

Concerning the effects of Cl~ on materials, problems of pitting corrosion and
stress corrosion cracking are important.
                                 964

-------
    Recently, a new metallic material has been developed and put into practical
    use, which is suitably applicable to the handling of the liquid with high
    concentration of Cl  in a FGD plant. -

    On planning of some FGD plants for coal fired boiler, it is practically studi-
    ed to keep Cl~ concentration as high as 10,000 ^ 20,000 ppm in the system in
    order to minimize the quantity of effluent liquor as far as possible.

    As for the materials of the processing equipment and parts which require
    corrosive-proofing in such FGD plant, non-metallic materials such as resin,
    flake-glass lining, rubber lining, may be used for the parts
    contacting the liquor in the system, and special metallic materials may be
    used only for the parts where non-metallic materials are not applicable, such
    as a mechanical seal and shaft sleeve of pumps.
3.  COD Value and 820$  in Effluent Liquor

    In relation to the harmful substance for the process,  it is necessary to take
    account of the trace substances generated in the process itself besides those
    such as Cl  flowing into the FGD process from the outside of the system.

    These trace substances may have a harmful effect on the process occasionally
    when they accumulate to some degree.

    The following phenomena have become clear recently.

    a.  As an example of the substances generated in the process,  SaOe   is gene-
        rated in every FGD process:   sodium-scrubbing process, magnesium-scrubb-
        ing process and calcium-scrubbing process.

    b.  SaOe  is generated in the case when SO3   is oxidized by the air in the
                      I j |
        presence of Fe   .

    c.  The quantity of $20$  to be generated depends both on the  quantity of SOT"
        oxidized and a concentration of Fe
                                     965

-------
SaOe  is inert for the reaction of desulfurization, and has seldom an effect
on the process unless it is accumulated to a high concentration.

In case of discharging the effluent liquor, high COD value by SaOe   comes
into question, because SzOe  is a substance which can not be oxidized easily
by an ordinary method.

The folloiwng methods shown in Table 4 have been developed for the treatment
of SaOe  to lower the COD value of effluent liquor.
Each method has some merits and demerits and can not be said to be completely
satisfactory.

Meanwhile, we found that the quantity of SaOs  generated in the process
decreases greatly when a reaction of oxidation of SO3  takes place under such
a high pH-value as 5.0 —6.0, because the dissolved ferrous ion which plays
a role of a catalyzer, is hardly present in the liquor under such a high
pH-value.

Therefore, in the improved process of Magnesium-Gypsum process, which is ex-
plained later, the generation of SaOg  is surpressed by controlling pH-value
to high degree.   That is, most of SOs  are oxidized in an absorber in which
the pH-value is high, and the rest of 80s  is oxidized by the air in an
auxiliary oxidation tank in which the pH-value is kept 5 — 6.

Under the above condition, the quantity of SaOs generated in the system can
be controlled to a very small quantity, so it becomes possible to keep the
COD value of effluent liquor lower than a specified regulation value in most
case of discharging of the effluent liquor.
                                  966

-------
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                                                       967

-------
B.  IMPROVEMENT OF THE QUALITY OF BY-PRODUCT GYPSUM

1.  Use and Quality of Gypsum

    As the flue gas desulfurization plant has made progress in its practical use,
    it has become a nation-wide problem to secure the use of the by-product gypsum
    from a desulfurization plant in Japan.

    Main use of the gypsum by-produced from FGD plant are for cement additives and
    for the raw material of wall board at present, and a percentage of the lat-
    ter is anticipated to increase in future.

    In order to use the by-product gypsum from FGD plant as the raw material of
    wall board,  the  values which regulate the quality of gypsum for board, such
    as tensile strength at wet state, mixing water quantity, coagulation time,
    etc., are necessary to be within a certain range.
    The main factors which have a remarkable effect on the values related to the
    quality are the size of crystal and the concentration of impurities.

    In the Magnesium-Gypsum Process,  Mg(OH)2 is regenerated by the following re-
    action of regeneration, adding Ca(OH)2 to the MgSOi, generated in the system.

         MgS04 + Ca(OH)2 + 2H20   ->  Mg(OH)2 + CaS04.2H20

    In the above reaction, only the gypsum like mud which consists of the crystal
    of very small size is generated in the case when a mole ratio of MgSOit/Ca(OH) 2
    is larger than 1.0, which is called "Perfect Regeneration".

    In the standard Magnesium-Gypsum Process, the regeneration of Mg(OH)2 under
    a condition where the mole ratio of MgSOit/Ca(OH) 2 is smaller than 1.0, which
    is called "Partial Regeneration", is adopted in the basic design in order to
    prevent the generation of the gypsum with the small-sized crystal, which is
    troublesome  to  handle with and is inadequate to any use.

    However, we have found a method to control the crystal size of gypsum generat-
    ed in "Perfect Regeneration" process, where the mole ratio MgSOi*/Ca(OH) 2 is
    larger than 1.0, by an addition of some amount of the crystal of gypsum as a
    "seed crystal" to a regeneration tank and by regulation of a reaction
    temperature of regeneration.
                                     968

-------
    An outline of our experiment on the above method is shown in the followings.


2.   Experiment to Control the Size of Crystal of Gypsum

    a.  Condition and Results of the Experiment: Conditions of the experiment in
        a continuous reaction tank of small scale are shown in Table 5.
        Parameters regulated are as follows:

        1)   Feed rate of the "see crystal"
            (weight of seed crystal/weight of gypsum to be regenerated)  x 100(%)

        2)   Temperature of reaction (°C)

        3)   Mole ratio of MgSOi4/Ca(OH) 2 in regeneration reaction

        The concentration of MgSOi* in the mother liquor (the filtrate of separa-
        tion of gypsum after the oxidation) supplied into the Mg(OH)2 regeneration
        tank was regulated to be 5% for all the test run except for No.7, in
        which MgSOu concentration was regulated to be 10%.

        The "seed crystal" was prepared for the test run by feeding into a mother
        liquor by a prescribed quantity.

        Ca(OH)2 to be supplied to Mg(OH)2 regeneration tank was adjusted to be
        a slurry of 7% mixed with fresh water before the test.
                                    969

-------
An analysis of the particle size of "seed crystal" and the gypsum generat-
ed in each test run is shown in Table 6.
                 Table 5.
CONDITION OF TEST RUN
Test Run
No.
1
2
3
4
5
6
7
Feed rate of the
"seed crystal"
87%
0
87
87
0
87
50
Temperature of
reaction
58°C
58
68
77
77
77
77
Mole ratio of
MgS01|/Ca(OH)2
1.25
1.25
1.25
1.25
1.25
0.67
2.50 ;
        Table 6.     ANALYSIS OF THE PARTICLE SIZE OF "SEED
                     CRYSTAL"  AND THE GYPSUM GENERATED
Particle size
(micron)
0 ^ 8
8 ^ 16
16 ^ 24
24 ^ 32
32 % 44
44 % 53
53 % 74
74 ^ 105
105 ^ 210
210 ^ 297
297 ^ 350
over 350
Test run No.
1
0.5
8.5
10.7
14.2
11.8
17.5
17.4
12.5
5.1
1.4
0.4
nil
2
1.8
10.6
12.2
5.4
4.5
13.8
21.8
14.0
14.5
0.9
0.5
nil
3
0.1
3.5
8.8
4.5
15.2
17.2
22.4
13.9
6.1
0.9
0.4
nil
4
0.2
2.4
5.4
8.4
9.9
19.5
25.9
17.4
9.1
1.3
0.5
nil
5
0.9
9.6
7.1
4.5
3.8
11.2
15.5
18.6
22.4
5.8
0.6
nil
6
0.6
7.9
6.6
6.7
6.3
14.6
14.3
8.0
9.7
4.3
2.8
18.2
7
0.2
4.3
11.9
9.4
9.8
16.5
24.4
15.2
7.5
0.5
0.3
nil
seed
crystal
1.2
14.4
13.3
11.1
6.1
24.8
14.6
7.7
5.0
0.9
0.2
0.7
                             970

-------
b.  Examination of the Results of Experiment;

    Effect of Feed Rate of "Seed Crystal"; The microscopic photographs of
    the crystal of gypsum generated in each test run are shown in
    Figures 9—13.

    It is obvious that the crystal of gypsum supplied with "seed crystal"
    grows to a larger size than that without a supply of "seed crystal",
    making a comparison between the photographs for test run No.l and
    No.2 or No.4 and No.5, which are the cases    with and without a sup-
    ply of "seed crystal" under the same condition of a mole-ratio and a
    reaction temperature.

    In addition, the number of small particles of gypsum in the case with
    a supply of "seed crystal" proved much less than that in case without
    "seed crystal".

    Effect of Reaction Temperature; An effect of a reaction temperature
    on the particle size of gypsura under a constant feed rate of "seed
    crystal" and a constant mole-ratio of the regeneration is shown in
    Table 7, where the particle size is found to become larger as a reac-
    tion temperature rises higher.
                                971

-------
Figure 9  Crystal of Gypsum in Test Run No.l




          Feed rate of the "seed crystal" : 87 %




          Temperature of Reaction         : 58°C




          Mole ratio of MgSO4/Ca(OH)2     : 1.25
Figure 10  Crystal of Gypsum in Test Run No.2



           Feed rate of the "seed crystal"  :   0  %




           Temperature of Reaction          : 58°C



           Mole ratio of MgS04/Ca(OH)2      : 1-25





                     972

-------
Figure 11  Crystal of Gypsum in Test Run No.4



           Feed rate of the "seed crystal"  :  87  %



           Temperature of Reaction          :  77°C



           Mole ratio of MgSO4/Ca(OH)2      :  1.25
Figure 12  Crystal of Gypsum in Test Run No.5



           Feed rate of the "seed crystal"  :  0 %




           Temperature of Reaction          : 77°C



           Mole ratio of MgS04/Ca (OH.) 2      : 1.25
                     973

-------
Figure 13  Crystal of Gypsum in Test Run No.6



           Feed rate of the "seed crystal"  : 87 %



           Temperature of Reaction          : 77 °C



           Mole ratio of MgS04/Ca(OH)2      : 0.67
                     974

-------
 Table  7.    RELATION BETWEEN THE REACTION TEMPERATURE
              AND THE PARTICLE SIZE OF GYPSUM
Test run No.
"seed crystal"
1
3
4
Reaction
Temperature

58°C
68°C
77°C
Weight ratio
of particles
less than
20 micron
24%
16%
8%
5%
Diameter of
particle at
weight ratio
of 50%
41 micron
46 micron
50 micron
58 micron
Effect of Mole-Ratio of Regeneration: It is found that the number of
particles of small size in the case of a smaller mole-ratio of regenera-
tion is more than that in the case of a larger mole-ratio, making a com-
parison between the photograph for test run No.4 and No.6, in which the
mole-ratio is 1.25 and 0.67 under the same condition of a feed rate of
"seed crystal" and a reaction temperature.
                            975

-------
      Ill,   NEW MAGNESIUM-BASE  DOUBLE ALKALI  PROCESS

A.   DESCRIPTION OF THE NEW PROCESS

     We have recently established a  new magnesium-base double alkali process,
     improving the standard Mg-Gypsum Process.
     The new process is characterized by "Perfect Regeneration" in the process,
     that is, in the following reaction of regeneration in which Mg(OH)2 is
     regenerated by addition of Ca(OH)2 to MgSOi* generated in the system,

         MgSOi* + Ca(OH)2 + 2H20   ->  Mg(OH)2 + CaS04.2H20

     a mole-ratio of the reactants supplied into a regeneration tank is re-
     gulated to be MgSOit/Ca(OH)2 >ll.O, therefore, all the Ca(OH)2 supplied
     into a regeneration tank are changed into Mg(OH)2 and CaSOi*.2H20, so,
     Ca(OH)2 is not present in the liquor supplied to an absorber from the
     regeneration tank.

     On the contrary, "Partial Regeneration" in which a mole-ratio of regene-
     ration is regulated to be MgSOit/Ca(OH) 2 < 1.0, and the liquor or alkali
     material supplied to an absorber from the regeneration tank contains
     Ca(OH)2 as well as Mg(OH)2, has been adopted in the standard Mg-Gypsum
     Process, and the mole-ratio of  regeneration has been regulated to be
     MgS04/Ca(OH)2 = 1/3 ^ 1/4 in order to obtain the by-product gypsum with
     a favorable size of particles.

     A comparison between "Perfect Regeneration" and "Partial Regeneration"
     is shown in Table 8.   According to the comparison, it is found that
     "Perfect Regeneration" is superior to "Partial Regeneration".

     As shown above, "Perfect Regeneration" is a process in which the most of
     the advantages of a double alkali FGD process are fully made, and it can
     be applied  in practice at once, if only its conventional disadvantage of
     generating  the gypsum with a very small particle size is overcome.
                                976

-------
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                                                     977

-------
         As has been previously mentioned,  we have found a method to obtain the
         gypsum with a favorable size of particles even in "Perfect Regeneration"
         by addition of "seed crystal" and  by control of the temperature in the
         regeneration.

         So, it has become possible to establish a new magnesium-base double alkali
         process applied with "Perfect Regeneration1'.
         A typical example of the new process is shown in the followings.
B.  DESIGN EXAMPLE OF THE NEW PROCESS

    This example is for a flue gas desulfurization plant for a coal-fired boiler
    in a power station in Japan.
    The "Perfect Regeneration" is applied in the Process.

1.  Flow Diagram of the Process

    The flow diagram of the process is shown in Figure 14.
    All the Ca(OH)a change into Mg(OH)z in the regeneration tank "9" by a reac-
    tion with MgSOit, so the contents of the alkali slurry tank "10" are Mg(OH)2,
          and CaS0lt.2H20.
    The oxidation tank "11" is much smaller than an oxidizer in the standard
    Mg-Gypsum Process, because there is no CaSOs in- the absorber "2", and it is
    not necessary to oxidize the calcium compounds.
    Besides, most of MgSOs and Mg(HS03)2 are oxidized in the absorber and the
    oxidizing load is expected to be much lighter.
                                     978

-------
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979

-------
2.   Design Conditions

    a.   Out put              :  175 MW

    b.   Fuel                 :  Coal

    c.   Absorber inlet gas condition
            Gas flow rate (wet  base)                 :  610,000 Nm3/h
            Temperature                              :  137°C
            S02 concentration (dry base)             :  350 ppm
            Particulate concentration (wet base)      :  40 mg/Nm3
            Cl concentration in coal                 :  290 ppm

    d.   Absorber outlet gas condition
          S02 concentration (dry base)
            design value     :  10 ppm
            guarantee value  :  20 ppm
          Desulfurization efficiency
            design value     :  97%
            guarantee value  :  94%

    e.   Gas temperature after reheating              :  137°C

    f.   Effluent liquor flow rate                    :  1,500 kg/h

    g.   Effluent liquor COD                          :  90 ppm
                                   980

-------
   TECHNICAL AND  ECONOMIC  FEASIBILITY  OF
     SODIUM-BASED  SO2  SCRUBBING SYSTEMS


         L. K. Legatski, J. E. Makar, and A. A. Ramirez
                       FMC Corporation
                         Itasca, Illinois
ABSTRACT

    Sodium-based scrubbing utilizing commercial soda ash, trona ore,
and process waste liquors containing soda ash has been demonstrated
to be an effective  means of sulfur dioxide removal. It is especially
applicable  to  utility  boiler applications  in the Eastern states  where
stringent state regulations require low S02 and particulate emission
levels. A soluble salt scrubbing system offers the advantages of very
high removal efficiency combined with superior entrainment removal
capabilities to minimize the contribution of  entrainment to particulate
emissions.
    The Company's extensive experience with single and double-alkali
sodium-based flue gas desulfurization (FGD) systems is reviewed. The
operating advantages of these systems have resulted in demonstrably
higher  availabilities  than  exhibited  by conventional lime/limestone
systems. Comparative economics are presented and indicate that the
sodium systems are competitive and can be less costly than the conven-
tional systems for many cases. Costs per ton of coal for the various FGD
alternatives indicate significant potential savings when compared to the
use of low  sulfur coal.
                             981

-------
            TECHNICAL AND ECONOMIC FEASIBILITY OF
        SODIUM BASED SULFUR DIOXIDE SCRUBBING SYSTEMS
Introduction

     The passage of the Clean Air Act Amendments in 1971 and the
     increasingly high cost and questionable availability of oil
     have provided industry substantial motivation to develop tech-
     nologies to deal with sulfur dioxide emissions.  Of the many
     technologies developed, the most widely used systems utilize
     lime and limestone as chemical reagents.  The many operating
     problems of these conventional lime/limestone systems are well
     publicized.  These problems motivated FMC to explore the use
     of sodium chemicals for sulfur dioxide absorption.  The tech-
     nical and economic feasibility of these systems is the subject
     of this paper.

Process Development

     The original system was developed at FMC's plant in Modesto,
     California and uses a sodium solution to react with the SO-
     to produce sodium sulfite, bisulfite and sulfate for disposal.
     This "single-alkali" system is further described subsequently.
     The single-alkali system is particularly applicable to small
     installations, installations which have low concentrations of
     SO^, or those plants which have caustic waste streams readily
     available.  The initial work at Modesto formed the basis for
     the single-alkali sodium scrubbing system which has been
     installed at FMC's soda ash plant in Green River, Wyoming.  At
     this plant there are waste streams available with sufficient
     sodium values to remove the desired S02 from the flue gas.  The
     spent liquor is ponded with the rest of the plant blowdown.
     This type of installation is the simplest and least capital
     cost intensive of the FGD systems available.

     The high cost of sodium chemicals at Modesto prompted FMC to
     investigate ways to transfer the absorbed sulfur dioxide from
     a sodium chemical to a less expensive carrier, calcium.  Exper-
     imentation led to the development of a process in which lime
     is added to the spent liquor causing a reaction to occur which
     regenerates most of the sodium values for reuse.  This patented
     "double-alkali" process decreases chemical costs significantly
     and minimizes potential disposal problems.  The double-alkali
     process has been increasingly accepted as a technical and eco-
     nomically feasible solution to the sulfur dioxide emission
     problem.
                                   982

-------
Process Description

     Single-Alkali

     A schematic of the single-alkali process is presented in
     Figure I.  Sulfur dioxide is absorbed in a solution containing
     sodium sulfite (Na^O^), sodium bisulfite (NaHSO.,), and sodium
     sulfate (Na2SO.).  As S02 is absorbed, the sodium sulfite is
     converted to sodium bisulfite and a very small percentage is
     oxidized to sodium sulfate.  A bleed stream is taken from the
     recirculation system at the same rate that the SO- is being
     collected.  The bleed stream can then be further processed
     through neutralization to eliminate the sodium bisulfite and
     aeration to convert the sodium sulfite to sodium sulfate if
     it's necessary to lower the chemical oxygen demand.  Neutrali-
     zation and aeration may be necessary to allow disposal into
     other wastewater treatment facilities or waste ponds.

     Double-Alkali

     A process schematic of the double-alkali system is presented in
     Figure II.  As can be seen by comparing Figure I and Figure II,
     the SO- absorption loops for single and double-alkali systems
     are virtually identical.  In a double-alkali system, however,
     the bleed stream is further processed in the regeneration loop
     where the sodium bisulfite is reacted with slaked lime
     (Ca(OH)2) in a low residence time agitated tank.  The reaction
     of lime and sodium bisulfite regenerates sodium sulfite which
     is returned to the recirculation loop for reuse.  Calcium sul-
     fite (CaSO.,) which is precipitated is fed from the lime reac-
     tor to the thickener where the solids are concentrated.  The
     slurry from the thickener is pumped to vacuum filters where
     filter cake of approximately 60% solids is formed and washed
     to minimize entrained sodium values.  Sodium consumption is
     thus reduced to approximately 2% to 5% of the S02 collected
     for many applications.

     The scrubbing solution in the S02 absorption loop is normally
     controlled at a pH of 6 to 7 witn 6.5 as a design point.  Above
     a pH of 7, carbon dioxide absorption becomes significant and
     can lead to formation of calcium carbonate scale.  Below a pH
     of 6, the increase in S02 vapor pressure reduces the system's
     ability to absorb S02«  PMC uses a setpoint of 6.5 where the
     sodium sulfite-sodium bisulfite solution is highly buffered and
     can readily adapt to rapid changes in S02 concentrations while
     maintaining constant collection efficiency.

     The formation of sodium sulfate, which cannot be readily regen-
     erated to recover sodium values, is inhibited through the use
     of a high ionic strength scrubbing solution that contains a
                              983

-------
    FLUE
     GAS
   BY-PASS
  FLUE GAS



_
y\
DISC
CONTACTOR
SCRUBBER



Na2SOj
NaHSOj
NazS04



•~
         S02+Nfl2S03+H20-«-2NaHS03
                                     TO EXHAUST
                                     'STACK
                                                                TO  ATMOSPHERE
                                      —Na2C03
                                             NdjSO,
                                             Na2S04
                              NEUTRALIZATION
                                  TANK

                              NfljCOj-l- ZNoHSO,— -


                                    FIGURE  I
                                  SINGLE- ALKALI
                               PROCESS  SCHEMATIC
                                                                          NoiS04
LOW C O. D.
LIQUID TO
DISPOSAL
                                                                  i—• 2NozS04
    FLUE
    GAS
  BY-PASS
FLUE
GAS


m-l
/
Dl
L
sc
CONTACTOR
SCRUBBER



Na,SO,
NaHSO,
Na2S04



                                    TO EXHAUST
                                    STACK
                                                            Ca(OH)z
                                                                      SOLID TO DISPOSAL
                                            Co(OH)2+2NoHS03-»CaSOJ'|H2O^Na,SOj-l-Ij

                                      FIGURE  IT
                             CONCENTRATED  DOUBLE-ALKALI
                              PROCESS   SCHEMATIC
                                              984

-------
     high sulfate concentration.  This inhibits oxidation from sul-
     fite to sulfate and minimizes the consumption of sodium chemi-
     cals.  FMC's scrubber designs have also been optimized to pro-
     vide for minimal oxidation.

     The regeneration of sodium values takes place in the lime reac-
     tor where the reaction of sodium bisulfite with lime is con-
     trolled at a pH of 8.5.  This is effectively the titrimetric
     endpoint for sodium bisulfite and operating at this pH insures
     excellent response of the control system.  This greatly reduces
     the possibility of introducing excess lime.  In addition to
     poor chemical utilization, excess lime would result in poor
     filter cake quality and substantially higher operating costs.

     Maintaining high dissolved sulfite concentrations in the scrub-
     bing liquid results in dissolved calcium concentration consider-
     ably below saturation levels, thereby eliminating the formation
     of calcium scale.  Calcium scaling is the major contributor to
     the operating problems experienced by conventional lime/limestone
     systems.

Technical Advantages

     Sodium scrubbing systems have significant technical advantages
     which result in lower cost for many applications.  These advan-
     tages are described below.

     1.   Reliability.  A soluble scrubbing system is inherently more
          reliable than a calcium slurry system.  FMC's experience
          to date clearly illustrates this fact.  Reliabilities have
          in almost all cases exceeded the 90% requirement often spe-
          cified.  The prime reason for this is the elimination of
          the calcium scale which has caused the majority of the
          problems for conventional systems.  To date no FMC system
          has been shut down due to calcium scaling.

     2.   Simultaneous SOg and particulate removal.  Sodium scrubbing
          systems provide the flexibility to simultaneously control
          sulfur dioxide and particulate.  Alternatively, particulate
          control systems can be provided which can be subsequently
          adapted for SO- control.

     3.   Lower maintenance.   The use of a buffered solution rather
          than a slurry for scrubbing greatly reduces corrosion and
          erosion in the scrubber and associated equipment and piping.
          This combined with the no-scaling characteristics previously
          discussed leads to considerably reduced maintenance costs.
                             985

-------
     4.    Manageable waste.   The filter cake produced by the double-
          alkali system differs significantly from that produced by
          lime or limestone  processes.   As can be seen in the illus-.
          trations (Figures  III to VI)  the double-alkali precipitate
          is a granular material,  rather than a sludge.  It is moved
          by conveyor belts  from the vacuum filters to transfer
          points.  It can be conveyed directly to a disposal con-
          tainer or allowed  to fall on the ground for future removal
          by front-end loader and  truck.  The material does not go
          into a slurry form upon  mechanical agitation.  The mechan-
          ical stability allows the precipitate to be moved and
          landfilled using conventional wide-track equipment.  Suc-
          cessful landfill operations are presently being conducted
          in two states.

          Local regulations  for landfilling the filter cake may or
          may not require the area to be lined.  Linings may be
          required in locations where the soil is porous or the
          ground water level high.  Fixation is not required to pro-
          vide mechanical stability.

     5.    Low power requirements.   Sodium systems provide the oppor-
          tunity to operate  at comparable pressure drops and at sig-
          nificantly lower liquid-to-gas ratios than those utilized
          in conventional lime/limestone systems.  Total power con-
          sumption can be as low as 40% of other systems.

     6-    High S02 collection efficiencies.  S02 collection effi_
          ciencies of up to  99% have been demonstrated.  High collec-
          tion efficiencies  often  permit partial bypass of the flue
          gas for reheat.

     7.    Ease of operation.  A highly satisfactory control system
          package has been developed and demonstrated.  The design
          of this package is predicated on the system being operated
          by "typical" boiler room operators and not engineers.

Operating Experience

     Figure VII summarizes major installations by FMC.  Installations
     thus far range up to 265 Mw equivalent.  FMC's experience in
     sulfur dioxide control  began  with the completion of the original
     installation at FMC's Modesto chemical plant.  The installation
     of this system was dictated by adverse ambient conditions exist-
     ing in the area.  The unit is a 30 Mw equivalent system which
     has been in operation since late 1971.  While not completely
     representative of the design  FMC would utilize today, the system
     has demonstrated an extremely high degree of reliability in an
     application which experiences significant fluctuations in SO-
     conditions.  Since December of 1971, this system has been avail-
     able in excess of 95% of the  time.  FMC's largest non-utility
                                    986

-------
                                      FIGURE III


                                Conveyor discharge into
                                disposal container at
                                Firestone Demonstration
                                Plant.
                 FIGURE IV

Sample of filter cake at Firestone landfill,

                  987

-------
                    FIGURE V

  Landfill  area at Firestone  (note dozer tracks
              in right foreground).
                     FIGURE VI

Climbing a recently dumped three-foot deep pile of
  waste material demonstrates physical stability.
                    988

-------
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-------
     louble-alkali installations to date are for the Caterpillar
     Tractor Co.   The initial unit is located in Mossville, Illinois,
     and has been in operation since October, 1975.  A smaller instal
     lation has been operating at Firestone Tire & Rubber Company's
     Pottstown, Pennsylvania plant since January, 1975.  Both of the
     above installations have demonstrated the disposability of the
     filter cake  generated by the double-alkali process.

     In spring of 1976,  FMC started up its largest single-alkali
     rcrubbing system thus far.  It consists of two 330,000 acfm
     disc contactor scrubbers (Figure VIII) on the new pulverized
     7oal-fired boilers  installed at FMC's soda ash plant in
     5reen Fiver, Wyoming.  The boilers are two 650,000 Ibs/hr units
     followed by  high efficiency electrostatic precipitators.  The
     scrubb -rs are designed to remove in excess of 90% of the sulfur
     dioxide at a low pressure drop.  These scrubbers are represen-
     '-ative of those which are being used by FMC in utility appli-
     In late 1976,  FMC was awarded its first contract for a utility
     double-alkali  flue gas desulfurization system.  This system will
     be installed at- Southern Indiana Gas and Electric Company's
     ' . '   Brrwn Un t No. 1 Station.  The award of this contract was
      igr.ificant in that it was based on the lowest evaluated cost
     .3 compared to conventional lime and limestone systems.

      ne of the key detriments to the further commercialization of
     sodium based sy: terns, especially double-alkali systems, is the
     mistaken contention that the higher chemical cost of thesw sys-
     tems will make them noncompetitive when compared to lime/lime-
     stone systems.  FMC believes that for many applications the
     PC nomics of sodium based systems are competitive when all
     as ects of c^sts are considered.  A complete cost evaluation
     nu; t include factors such as maintenance, chemical storage and
     handling cost, operability, system availability, and disposal
     cost.  In the  following section, the costs of sodium based sys-
     tems as compared to limestone systems are presented.  These
     costs are also related to coal costs since a majority of utility
     and non-utility applications consider low sulfur coal as an
     alternative to flue gas desulfurization systems.

Economic Comparisons

     Annualized costs of single-alkali, double-alkali, and limestone
     scrubbing systems for a 500 Mw utility power station are presented
     and compared with the higher cost of low sulfur coal.  Assump-
     tions made in  these calculations include:

          Load Factoi :  65%

          HHV Coal:  12,000 Btu/lb
                     1.18 MM TPY coal fired

                             990

-------
                 FIGURE VIII
 Two 330,000 acfm Disc Contactor Scrubbers
    controlling SO- emissions from
two 650,000 Ibs/hr pulverized coal boilers,
                        991

-------
     Outlet S02 Concentration Required:  1.2 Ibs/MM Btu

     Capital Charge:  15%

     Lime:  $40/ton

     Limestone:  $5/ton

     Soda Ash:  $85/ton

     Power at 2 cents/Kwh

Chemical consumption and power requirements of the various
systems were estimated based on published data or internally
generated information.  Disposal costs were assumed to be
$2.50/ton of double-alkali filter cake, $3.00/ton for limestone
sludge (40% solids), and $4.75/ton of S02 removed for a single-
alkali system.  It should be noted that direct disposal of the
bleed liquor from a single-alkali sodium system is usually not
feasible.

The above assumptions can vary significantly for different sites;
however, the assumptions are reasonable, and the resulting eval-
uation suggests that double-alkali system costs will be either
competitive or lower than those of conventional limestone systems,

In Figures IX-XI, the cost for the FGD systems evaluated are pre-
sented for varying levels of sulfur content.  For both double-
alkali and limestone systems, the cost per ton of coal varies
from approximately $4/ton to $9/ton.  Given that the cost of
low sulfur compliance coal in the East is often more than $10/ton
great r than for high sulfur coal, both double-alkali and lime-
stone systems often provide economic alternatives to the import-
ing of western coal or foreign oil.
                         992

-------
                          FIGURE IX
                   CAPITAL COST PER KW  ($'S)
Coal Sulfur Content           2%        3%         4%         5%
Double-Alkali                 $32.50    $35.00     $37.50     $40.00

Non-regenerated
Sodium                        $21.00    $22.50     $24.00     $25.50

Limestone                     $45.00    $50.00     $55.00     $60.00
                                   993

-------
                           FIGURE  X

        ANNUALIZED COST FOR FLUE GAS DESULFURIZATION


                    Single-Alkali       Double-Alkali       Limestone

2% Sulfur Coal
Capital Cost         10,500,000          16,250,000         22,500,000

Reagent Cost          4,203,000           1,263,000            297,400
Capital Charge (15%)  1,575,000           2,437,500          3,375,000
Power Cost              484,000             569,500          1,139,000
Maintenance             105,000             325,000          1,125,000
Labor                   300,000             300,000            700,000
Disposal                143,000             261,000            590,000
  Total               7,760,000           5,156,000          7,226,000


3% Sulfur Coal
Capital Cost         11,250,000          17,500,000         25,000,000

Reagent Cost          7,480,000           2,248,000            529,000
Capital Charge        1,688,000           2,625,000          3,750,000
Power Cost              484,000             569,000          1,140,000
Maintenance             112,500             350,000          1,250,000
Labor                   300,000             300,000            700,000
Disposil                255,000             464,000          1,050,000
  Total              10,320,000           6,556,000          8,419,000


4% Lullur Coal
Capital Cost         12,000,000          18,750,000         27,500,000

Reagent Cost         10,759,000           3,236,000            758,000
Cap ta1 Charge        1,800,000           2,813,000          4,125,000
Pow r Cost              484,000             569,000          1,139,000
Maintenance             120,000             375,000          1,375,000
Lab r                   300,000             300,000            700,000
Disposal                376,000             668,000          1,512,000
  Total              13,830,000           7,960,000          9,610,000


5% Sulfur Coal
Capital Cost         12,750,000          20,000,000         30,000,000

Reagent Cost         14,121,000           4,240,000          1,000,000
Capital Charge        1,912,000           3,000,000          4,500,000
Power Cost              484,000             569,000          1,140,000
Maintenance             127,000             400,000          1,500,000
Labor                   300,000             300,000            700,000
Disposal                481,000             876,000          1,982,000
  Total              17,430,000           9,390,000         10,820,000

                             994

-------
   15-


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                                              D-SINGLE ALKALI

                                              O-DOUBLE ALKALI

                                              A-LIMESTONE
                    % SULFUR IN COAL
                         FIGURE 31*

             COST OF FLUE GAS DESULFURIZATION
                PER TON  OF COAL  CONSUMED
                                 995

-------
SULFUR  RECOVERED FROM SO2 EMISSIONS
AT NIPSCO'S DEAN H. MITCHELL STATION
               Howard A. Boyer

            Allied Chemical Corporation
             Morristown, New Jersey

               Roberto I. Pedroso

            Davy Powergas Incorporated
                Lakeland, Florida
                      996

-------
                SULFUR RECOVERED FROM SO- EMISSIONS
               AT NIPSCO'S DEAN H. MITCHELL STATION
           HOWARD A. BOYER, ALLIED CHEMICAL CORPORATION
                      MORRISTOWN, NEW JERSEY
          ROBERTO I. PEDROSO, DAVY POWERGAS INCORPORATED
                         LAKELAND, FLORIDA
                              SUMMARY

Performance tests were completed and FGD operations are being continued
by Allied Chemical Corporation for Northern Indiana Public Service Co.
(NIPSCO) on a regenerable FGD facility for Unit No. 11, a 115 MW boiler
burning 3% sulfur coal at NIPSCO's Dean H. Mitchell Station in Gary,
Indiana.  This fully integrated demonstration facility successfully
removes 90% of the SO- from the entire flue gas output of Unit No. 11
and converts the recovered SO.- to elemental sulfur at rates over 20
tons per day.  The FGD system uses the Wellman-Lord SO- Recovery Process
of Davy Powergas Inc. (DPG) and SO. Reduction to Sulfur Process of
Allied Chemical.

Jointly funded by the U.S. Environmental Protection Agency (EPA) and
NIPSCO, this fully integrated demonstration facility represents the
first application of DPG's Wellman-Lord process in coal fired electric
utility service and the first combination of the Wellman-Lord/Allied
Chemical systems in flue gas desulfurization.  It is also the first time
that an experienced chemical firm has been engaged by an electric utility
to manage its entire emission control facility and market the recovered
products.

Performance tests were successfully completed on September 14, 1977,
following a virtually uninterrupted period of operation which included
12 days at a flue gas volume equivalent to 92 MW and 84 hours at an
equivalent of 110 MW.  During this period, 91% of the S0_ in the flue
gas was removed while burning coal averaging 2.9% sulfur.  About 204
long tons of elemental sulfur were recovered during this period.

Results were better than the performance criteria established for the
acceptance test period.   These criteria included:

1.   Minimum 90% S02 removal.
2.   Particulate emission not to exceed the Federal New Source Perfor-
     mance Standard (NSPS) for fossil fuel fired steam generators.
3.   Daily average soda ash feed to make up for sulfite oxidation not to
     exceed 6.6 STPD.
4.   Aggregate cost of steam, electricity, and natural gas at pre-
     determined unit costs not to exceed $56 per hour.
5.   Minimum 99.5% sulfur purity suitable for conversion to quality
     sulfuric acid by standard production practice.

                                   997

-------
Operation of the facility will continue through a demonstration year
during which operating reliability will be tested over a wide range of
conditions.  As of September 19, 1977, 608 long tons of high purity
sulfur have been recovered and sold to a nearby Allied Chemical plant
where it is being consumed in the manufacture of sulfuric acid.  Since
the beginning of the performance tests, the reliability of the S0_
emission control system has been very high, greater than 99%.

Performance at NIPSCO, to date and throughout the demonstration period,
should firmly establish the commercial availability of a reliable and
efficient regenerable FGD system in the U.S.  There is growing evidence
that electric utilities have a viable FGD option with conversion of
stack gas SO- into a useful product.   The concentrated S0_ recovered
by the Wellman-Lord process may be converted to either sulfur or
sulfuric acid - avoiding the burdens  and uncertainties of long-term
sludge disposal.
                            BACKGROUND

                           Introduction

At the inception of this project, the Wellman-Lord S0~ recovery process
of Davy Powergas had demonstrated remarkable SO,, removal efficiency and
operating reliability on large oil-fired boilers in Japan.  Allied
Chemical had successfully recovered high quality elemental sulfur from
S0~ emitted by a Canadian metallurgical operation on a scale equivalent
to a 2000 MW station burning 3% sulfur coal.

The 115 MW FGD facility now in operation at NIPSCO's Dean H. Mitchell
Station was conceived by NIPSCO and EPA as an opportunity to significantly
advance the state-of-the-art of regenerable FGD by combining two com-
mercially proven processes to recover useful products from the emissions
of a coal-fired boiler.

Under the basic project terms, EPA and NIPSCO jointly funded the in-
stallation while NIPSCO assumed all costs of operation.  Davy Powergas
undertook engineering, procurement, construction and performance testing
of the complete system under contract to NIPSCO.  Allied Chemical pro-
vided Davy Powergas with the process design for the conversion of S0~ to
elemental sulfur, as well as start-up services for the entire system.

In addition, NIPSCO engaged Allied to operate and maintain the facility
and to market the chemical products during the demonstration period and
on a continuing basis thereafter.

Construction was completed in the summer of 1976 and the first flue
gas was accepted into the absorber on July 19, 1976.  Following shakedown
of the component parts in the FGD system, the FGD facility was idled
for five months while repairs were made to NIPSCO's No. 11 boiler.

Start-up resumed on May 27, 1977, and performance test were successfully
concluded on September 14, 1977, over the prescribed 12-day and 3-1/2
day test periods at 92 MW equivalent and 110 MW equivalent flue gas
rates of 320,000 ACFM and 390,000 ACFM respectively.
                                   998

-------
                         Project Structure

At an early date, NIPSCO the EPA recognized the need to assemble the
specialized resources necessary to assure success of a chemical processing
installation.  An optimum combination of skills and resources were brought
together in contractual arrangements between:

1.   NIPSCO and DPG;
2.   DPG and Allied Chemical;
3.   Allied Chemical and NIPSCO.

                       Operating Organiztion

With decades of sulfur pollution control services experience to client
companies in the petroleum, detergent and other industries, Allied's
participation as system manager at NIPSCO was a logical extension of its
commitment to the recovery of useful sulfur products from potentially
polluting wastes.

At the Mitchell Station, highly qualified professionals were selected
from within Allied's organization for permanent assignment to all the
supervisory functions in the facility.  Operations and mechanics were
recruited by Allied and trained at the site.

Allied's responsibilities include the full range of technical, maintenance,
tests and inspection and process control functions (Exhibit 1) required
for successful operation of the facility on a continuing basis.

Additional professionals were assigned to the project during the training
period and throughout start-up to insure addquate round-the-clock super-
vision of initial operations through performance testing.  The Allied
permanent staff and start-up group supplemented by a Davy Powerpas start-up
team is illustrated in Exhibit 2.

During the demonstration year, which began September 16, 1977, technical
specialists will assist the permanent Allied staff to optimize operations
and make adjustments and modifications to assure efficient performance
under changing load, fuel and other conditions.  The permanent on-site
organization is shown in Exhibit 3.  It should be noted that the manage-
ment and supervisory staff are sufficient to support a 500 MW FGD
facility.  Some additional maintenance men would be required.

                         Product Marketing

Sale and distribution of useful products, whether sulfur or sulfuric
acid, can be assured as an integral part of Allied Chemical's FGD
system management commitment.

At NIPSCO, over 20 tons per day of sulfur are produced.  It is shipped
from the site as a liquid.  The sulfur produced (608 long tons as of
September 19, 1977) provides a fraction of the sulfur requirements of
a nearby Allied Chemical plant where it is consumed in the manufacture
of sulfuric acid.  Likewise, the sodium purge salt, recovered from the
Wellman-Lord system as dry granular product, wi/Ll be channeled into such
markets as the pulp and paper industry.        \
                                 999

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                        PROCESS DESCRIPTION

                     Wellman-Lord SO,., Recovery

At NIPSCO, the Wellman-Lord process is composed of three major operating
sections - SO. absorption, purge treatment and S0« regeneration.

In the SO  absorption section, residual fly ash in the flue gas is
removed by water scrubbing.  S0_ is then removed by scrubbing with a
solution of sodium sulfite.  The chemicals contained in this solution
remain completely dissolved throughout the absorber.  Flue gas scrubbing
with a clear solution, free from suspended solidsj plugging and scaling,
is a fundamental reason underlying the exceptional on-stream reliability
experienced in the commercial operations of the Wellman-Lord process.

The purge treatment section at NIPSCO selectively removes inactive
oxidized sodium compounds from a sidestream of the absorbing solution
and converts this material into a dry granular product which is marketed.

The third section of the Wellman-Lord process involves thermal regeneration
of the absorbing solution to release the absorbed SO  as a concentrated
gas stream and return of the reconstituted solution to the absorber.

The concentrated SO- gas may be converted to either elemental sulfur
by Allied Chemical's S0~ Reduction Process or to sulfuric acid by the
Well-known contact process.

              Allied Chemical SO. Reduction to Sulfur
              	2	

At NIPSCO, sulfur is recovered by Allied's S0_ reduction process which
consists of two principal operating sections.

In the primary reduction section, more than one-half the entering S0?
is converted to elemental sulfur.  A key feature of this section is the
effective control of chemical reactions between S0» and natural gas over
a low cost catalyst developed by Allied for this purpose.  Heat generated
by these chemical reactions is recovered and utilized to preheat the
SO,, gas stream entering this section.

Packed bed regenerative heaters provide a rugged and efficient means
for achieving this heat exchange function.  The process gas flow through
the regenerators is periodically reversed to alternately store and remove
heat from the packing; hence, the overall section is thermally self-
sustaining.

Automatic control of the flow reversing cycles and other process conditions
achieves optimum performance in the system, with high sulfur recovery
efficiency and reductant utilization at all operating rates.

The secondary reaction section uses another catalyst which converts the
remainder of the sulfur values in the process stream to elemental sulfur.

Sulfur produced in each section is removed from the process, stored and
shipped as a hot liquid product.

                                   1000

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After the sulfur has been removed, the gas stream is incinerated and
returned to the Wellman-Lord absorber for recovery and recycle of the
residual SO-.   There are no exi±s or effluents requiring separate
disposal.

A flow diagram showing the combined Wellman-Lord/Allied Chemical
processes is shown in Figure 1.
                   SYSTEM PERFORMANCE AT NTPSCO

Results were better than the performance criteria established for the
acceptance test period.  The criteria and results obtained are detailed
below.

                       92 MW Equivalent Test

S00 Removal
 L l£ ' "'" " "'"

1.   Required:      Minimum S0_ removal of 90%, measured continuously
                    and averaged every 2 hours.

2.   Results:       SO  removal averaged 91% over the 12-day test
                    period.  In only two 2-hour periods (out of 144)
                    was the SO  removal less than 90%, and for those
                    periods, it averaged 88% and 89%.  Daily results
                    are shown in Figure 2.

Particulate Removal

1.   Required:      Particulate emission measured once daily will
                    not exceed the Federsl NSPS for fossil fuel
                    fired steam generators of 0.1 Ib/million Btu
                    heat input.

2.   Results:       Particulate emission averaged 0.04 Ib/million
                    Btu, or  40% of the maximum allowable.  Of
                    the 12 days, tests could not be run on four days
                    due to inclement weather.  On one day, the test
                    data was not valid.  Daily results are shown
                    in Figure 2.

Soda Ash Consumption

1.   Required:      Average over the 12-day test period not to
                    exceed 6.6 STPD.

2.   Results:       Soda ash consumption determined by daily
                    inventory obtained from storage bin measurement
                    (official result) averaged 6.2 STPH, or 94%
                    of the maximum allowable.  Consumption determined
                    by manually weighing the feeder output every
                    two hours throughout the 12-day test period
                    averaged 5.7 STPD, or 86% of the maximum
                    allowable.  Daily results are shown in Figure 2.
                                 1001

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Aggregate Cost of Steam, Electricity and Natural Gas

1.   Required:
2.
     Results:
Sulfur Purity

1.   Required:
2.   Results:
S00 Removal
1.   Required:
2.   Results:
Aggregate cost not to exceed $56 per hour based
on predetermined unit cost.

Hourly cost averaged $43 per hour over the 12-day
test period, or 77% of the maximum allowable.
Daily results are shown in Figure 2.
                    Minimum sulfur purity 99.5%,  suitable for con-
                    version to quality sulfuric acid by standard
                    production practice.

                    Sulfur purity determined from a composite sample
                    collected over the 12-day test period was 99.9%,
                    easily exceeding the  required purity.

                      110 MW Equivalent Test
                    Minimum SO- removal of 90%,  measured continuously
                    and averaged every 2 hours.

                    SO,, removal averaged 91% over the 3-1/2 day
                    test period.  In only one 2-hour period (out
                    of 42) was the SO- removal less than 90%,
                    and for that period, it averaged 89%.   Daily
                    results are shown in Figure  3.
Particulate Removal
1.   Required:
                    Particulate emission measured once daily will
                    not exceed the Federal NSPS for fossil fuel fired
                    steam generators of 0.1 Ib/million Btu heat input.

2.   Results:       Particulate emission averaged 0.04 Ib/million
                    Btu, or 40% of the maximum allowable.  Of the
                    3-1/2 days, a test could not be run on one day
                    due to inclement weather.  Daily results are
                    shown in Figure 3.

             Viability of the Wellman-Lord FGD System

During the 12-day test period at the 92 MW equivalent rate, there was
a total of 26 hours in interruptions in the fully integrated operation
of the FGD system.  Of the 26 hours, 18 were related to boiler problems
and 8 were related to problems in the sulfur plant.  In addition, there
was a 4-hour period in which the S0? removal averaged "only" 88.5%;
this 4-hour period was added to the acceptance test at the end of the
12-day test period.  It should be mentioned that outages in the sulfur
plant did not interrupt SO  removal.  Furthermore, an S0? removal of

                                  1002

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88.5% at the NIPSCO site falls well below an emission of 1.2 Ib/million
Btu heat input.  During the acceptance test the parameters used by EPA
for judging the viability of a FGD system were:  availability, 94%;
reliability, 100%; operability, 100%; utilization factor, 94%.  Similar
results are expected during the demonstration year.
                             ECONOMICS

                    Capital and Operating Costs

The estimated capital investment and operating costs of a Wellman-Lord
FGD installation for a typical midwestern 500 MW power station burning
3% sulfur coal are shown in Tables 1 and 2.   Both the elemental sulfur
and sulfuric acid options are offered.

          Energy Requirements of the Wellman-Lord System

The Wellman-Lord S0? Recovery System has been portrayed by others as
being a high energy user when compared to other FGD systems.  However,
it can be shown that this portrayal is not justified.

The Wellman-Lord FGD Process requires low pressure steam for re-
generation of the absorbing solution.  Turbine extraction or exhaust
steam is ideally suited for the requirements.  However, it is not always
possible to modify the power plant cycle in order to provide this type
steam, especially when the application is a retrofit.

In these cases, the steam required is provided directly from the
steam drum after a suitable pressure reduction.  Main steam provided
to the Wellman-Lord System is arbitrarily assigned a cost equivalent to
that of producing this steam in the power plant.  This is a higher
energy consumption than is actually incurred.

A typical modern power plant will operate with steam to the turbine at
2400 psi and 1000°F.  The turbine exhaust will be at 2.5 in. Hg absolute,
and the corresponding saturated condensate will be at a temperature of
109°F.  After various reheat stages, the boiler feedwater will be at a
temperature of about 475°F.  The corresponding enthalpies of water at
the various stages are:
1.   Boiler feedwater:
2.   Main steam:
3.   Turbine exhaust steam:
4.   Condensate:
 459 Btu/lb
1462 Btu/lb
1020 Btu/lb (75% efficient turbine)
  77 Btu/lb
Of the 1000 Btu/lb of energy provided to water in the boiler, only
440 Btu/lb - or 44% - is actually used in a turbine to produce electric
power.  The remainder - 56% - is rejected to the environment via a
condenser and cooling tower!

Conversely, the Wellman-Lord FGD system will expand steam through
turbine(s) driving the booster blower(s) to greatly reduce electric
power consumption.  The energy remaining in the turbine exhaust steam

                                 1003

-------
will then be utilized to regenerate the absorbing solution.  Furthermore,
uncontaminated condensate will be returned to the power plant at or near
its normal boiling point, thereby reducing the amount of energy required
to heat the water back up to the normal boiler feed temperature.

The steam cost charged to the Wellman-Lord system should, therefore, be
corrected by a factor corresponding to the much more efficient utilization
of energy.  Furthermore, credit should be given the Wellman-Lord system
for the return of hot, uncontaminated condensate.

Purely from an energy standpoint, about 7 Ib/hr of main steam are required
to produce 1 kw of electric power in a modern power plant.  In a Wellman-
Lord FGD system applied to a 500 MW power plant burning 3% sulfur coal,
about 200,000 Ib/hr of steam will be required for absorbing solution
regeneration.  This amount of steam is equivalent to about 28.6 MW of
electric power generation.  In addition, 5000 HP - or 3.4 MW - are
required for the Wellman-Lord system in question.

The total energy consumption of the Wellman-Lord system then is 32.0 MW,
or 6.4% of the generated power.  Recent applications of..lime/limestone
FGD systems show energy requirements of the same order.
                    WELLMAN-LORD VS. THROWAWAY

Why should a utility select the Wellman-Lord FGD system instead of a
throwaway system?  There are several reasons for making this decision.

                               Cost

It has been previously reported that a Wellman-Lord FGD system requires
more capital investment than a throwaway system.  This difference is
rapidly becoming non-existent.  In order to ensure reliability, throw-
away processes are becoming more expensive.  Furthermore, when the
cost of waste sludge disposal is added to the cost of the FGD system,
throwaway processes often become more expensive than Wellman-Lord.

                            Reliability

While the reliability of lime/limestone scrubbing systems has shown
some improvement, one basic fact about these systems remains unchanged.
As S0~ is absorbed into the scrubbing medium, the latter becomes more
insoluble.  Small departures from narrow operating margins usually result
in scaling and/or plugging in the absorber with consequent downtime.
After ten months of operation at NIPSCO, the historical performance
of the Wellman-Lord system remains unchanged.  A Wellman-Lord absorber
has never been shut down due to scaling and/or plugging.  Furthermore,
it requires little operator attention.
      Forsythe, R. C., "Experiences with Flue Gas Desulfurization at
the Bruce Mansfield Plant," Conference on Coal Gasification, Liquefaction
and Conversion to Electricity, Pittsburgh, August 1977.
                                  1004

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                          Waste Disposal

Sulfuric acid or elemental sulfur are useful products that can be
marketed.  Large quantities of sulfuric acid are used in the chemical,
agricultural and oil industries.  Elemental sulfur is used primarily
in the manufacture of sulfuric acid.  Sulfuric acid or elemental
sulfur users will pay a competitive price for the product from a
Wellman-Lord FGD system.  This will partially offset the cost of
flue gas desulfurization via Wellman-Lord.

The sulfate purge from a Wellman-Lord system can be marketed.  Sodium
sulfate is also a byproduct of the rayon fiber industry.  However, the
amount of sodium sulfate available from this source is declining and
will continue to do so in the foreseeable future.  The pulp and paper
industry has - and will continue to have - a demand for sodium sulfate.
DPG believes that marketing of this commodity is by no means an im-
possible task.

Conversely, at present there is no market for the sludge produced
by a throwaway system, and the economic and environmental impacts
of a sludge disposal system are uncertain.  These have been described
recently.
                QUALIFICATIONS FOR FUTURE PROJECTS

                           Davy Powergas

The experience of Davy Powergas in SO- recovery began with the start-up
in 1970 of the first Wellman-Lord installation.  Development work by
Davy on predecessor processes dates back to 1965.  Since 1970, 25
installations have been completed and are in regular commercial service,
and five more are in various stages of engineering and construction.

While the NIPSCO project represents the first application of Wellman-
Lord technology to a coal-fired utility boiler, pilot plant tests made
prior to design work indicated that no major difficulties were to be
expected in applying the process to coal-fired boilers.  This expecta-
tion has been confirmed in operations at NIPSCO to date.  Construction
of Wellman-Lord FGD facilities for two 350 MW coal-fired units will
be completed early in 1978, and an installation on a 550 MW boiler is
in the early construction stages.

The Wellman-Lord process offers more experience in commercial service
than any other regenerable system.  Its operating reliability, flexi-
bility, and SO. removal efficiency are well proven, and the fact that
a valuable resource is recovered rather than creating a waste product
should make the system more attractive to many power plants.
      Forsyhte, R. C., "Experiences with Flue Gas Desulfurization at
the Bruce Mansfield Plant," Conference on Coal Gasification, Liquefaction
and Conversion to Electricity, Pittsburgh, August 1977.
                                  1005

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Davy Powergas offers this long experience in regenerable FGD systems in
the form of process and design engineering, procurement services, full
construction services, and start-up assistance.

                          Allied Chemical

Allied Chemical is one of the largest producers of sulfuric acid for
the merchant market and consumes more than 700,000 tons of sulfur each
year.

Today, eight of Allied's fifteen North American sulfuric acid locations
can reprocess sulfur-containing waste material from petroleum refineries,
detergents manufacturers and other industries.  Allied Chemical's partici-
pation in the FGD project at Mitchell Station is a logical extension of
sulfur pollution control services provided to others for many years.  Many
companies not experienced in chemical operations and chemical markets
call upon Allied to provide specialized technology and/or services in the
recovery of sulfur values from polluting wastes.

Allied Chemical is prepared to provide to electric utilities a full range
of technical, operating, maintenance and marketing services necessary
for the long-term implementation of a sound regenerable FGD program
yielding either sulfur or sulfuric acid as the principal useful product.
Allied Chemical is prepared to manage a regenerable FGD facility as
it would its own chemical plants and bring to bear on-site experience
and in-depth support of a national sulfur products network to assure
successful execution.
                            CONCLUSION

There is every expectation that the NIPSCO regenerable FGD installation
will continue to demonstrate the efficiency and reliability sought by
the electric utility industry for the control of S02 emissions from
coal fired boilers.

The management of NIPSCO with the encouragement and assistance of the EPA
took a progressive and forward looking step in their decision to proveed
with this regenerable FGD project.  Transformation of SO- in flue gas
to useful chemical products rather than worthless sludge is an objective
worthy of serious consideration by the power industry.

Concentrated S0« from the Wellman-Lord SO- Recovery Process may be con-
verted to either sulfur or sulfuric acid.

Davy Powergas is prepared to design and build a FGD system to recover
sulfur or sulfuric acid from the flue gas of any size fossil fuel fired
boiler in the power industry.

Allied Chemical is prepared to operate such a regenerable FGD facility
for the electric utility producing either useful product and is prepared
to undertake marketing arrangements to assure long-term distribution
of either sulfuric acid or sulfur.


                                 1006

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                              TABLE 1

                   NOVEMBER 1977 COST PROJECTION
                     WELLMAN-LORD FGD PROCESS
                      SULFURIC ACID RECOVERY
BASIS:         500 MW Coal Fired Power Plant
               Midwestern 3% Sulfur Coal, 10,600 Btu/lb
               Capacity Factor - 80%
               Fourth Quarter 1977 U.S. Dollars
INSTALLED CAPITAL COST BATTERY LIMITS:                 $35,500.000


ANNUAL OPERATING COSTS:                                     $1,000

     Soda Ash ($89/ton dlvd. Midwest)                          910
     Steam ($1.30/1000 Ibs.)                                 1,820
     Cooling Water ($0.01/1000 gal.)                            80
     Process Water ($0.05/1000 gal.)                            10
     Electricity (15 mills/kwh)                                530
     Adra. & Supervision $14/hr incl. fringes)                  170
     Operating Labor ($10/hr incl. fringes)                    390
     Overhead (75% of labor & supervision)                     420
     Maintenance (3.5% of capital)                           1,220

          Total Direct Operating Expense                     5,550

     Credit from Sale of Acid ($15/ton)                     (1,660)

          Net Direct Operating Expense                       3,890

     Capital Charges (18% per year)                          6,300

          TOTAL                                             10,190
               Capital Cost = $71/kw
               Annual Operating Cost = 2.9 mills/kwh
                                  1007

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                              TABLE 2

                   NOVEMBER 1977 COST PROJECTION
                     WELLMAN-LORD FGD PROCESS
                      WITH SULFUR RECOVERY BY
               ALLIED CHEMICAL S07 REDUCTION PROCESS
BASIS:         500 MW Coal Fired Power Plant
               Midwestern 3% Sulfur Coal, 10,600 Btu/lb
               Capacity Factor - 80%
               Fourth Quarter 1977 U.S. Dollars
INSTALLED CAPITAL COST BATTERY LIMITS;                 $37,500,000


ANNUAL OPERATING COSTS:                                     $1,000

     Soda Ash ($89/ton dlvd. Midwest)                          910
     Natural Gas ($2.00/MCF)                                   970
     Steam ($1.30/1000 Ibs.)                                 1,820
     Cooling Water ($0.01/1000 gal.)                            60
     Process Water ($0.05/1000 gal.)                            10
     Electricity (15 mills/kwh)                                530
     Adm. & Supervision ($14/hr incl. fringes)                 170
     Operating Labor ($10/hr incl. fringes)                    390
     Overhead (75% of labor & supervision)                     420
     Maintenance (3.5% of capital)                           1,310

          Total Direct Operating Expense                     6,590

     Credit from Sale of Sulfur ($40/long ton)

          Net Direct Operating Expense

     Capital Charges (18% per year)
          TOTAL                                             12,040
               Capital Cost = $75/kw
               Annual Operating Cost = 3.4 mills/kwh
                                    1008

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                567
                   TEST DAY
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                 Figure  3  -  110 MW Performance Test Parameters
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                                                           1011

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                                   1014

-------
                         Exhibit 4
Regenerable FGD Facility Next to NIPSCO's Mitchell Station
  Loading Sulfur Recovered from the SO  Emission Control
           Facility at NIPSCO's Mitchell Station

                      1015

-------
SO2  SPRAY ABSORPTION WITH DRY WASTES
                  K. Felsvang,
                    K. Gude,
                   S.  Kaplan
                Niro Atomizer, Inc.
                Columbia, Maryland
                     1016

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N1R.O ATOMIZER INC
                   SO2  SPRAY ABSORPTION WITH DRY WASTES
                              K.  Felsvang
                              K.  Gude
                              S.  Kaplan

                            NIRO  ATOMIZER
    Technology which  has  been  used  within the field of industrial
    spray drying  for  more than forty years has now been adapted  for
    solving  the problems  associated with flue gas desulfurization.

    The  Niro Atomizer spray  absorption  system is designed  for  SO,,
    removal  from  boiler exhaust gases.   It can further be  utilized
    for  removal of HCL or other harmful gases.   The process, which
    is very  similar to conventional spray drying technology, is  out-
    lined in Figure 1.  It consists of  the feed preparation  system,
    which will vary depending  upon  the  absorbant to be utilized, a
    transportation system for  delivering the  feed from the prepara-
    tion site to  the  atomization assembly, a  rotary or spinning  wheel
    atomizer for  absorbant atomization  in the process  chamber  and
    a gas distribution system  for obtaining the correct gas-liquid
    mixing within the chamber.   This, along with the dust  collection
    equipment, will remove all  sulfur oxide and particulate pollu-
    tants prior to the flue  gas emission into the atmosphere and
    will produce  a dry residue  which can be disposed of along  with
    fly  ash  wastes, thereby  requiring no further treatment.

    The  preparation system for  the  absorbing  slurry must be designed
    very carefully, and varying conditions during the  mixing stages
    can  have substantial  effects on the absorbant utilization.   Exten-
    sive test work has shown that in the case of lime,  for instance,
    the  type of quick lime used and the method  of mixing it with
    water can effect  S02  removal  efficiencies significantly.   By
    selecting optimum operating conditions, up  to 90%  S02  removal has
    been achieved.  Other materials, such as  sodium carbonate  based
    minerals, have not shown as  drastic variations due  to  preparation
    parameters, but close  control must  be maintained nevertheless
    to assure that the proper concentration of  solids  necessary  for
    the  desired S02 removal will  be  present.

    The  transportation system for delivering  the  absorbant will  con-
    sist  simply of a  pump capable of moving a high solids' slurry.
    With  the Niro Atomizer rotary atomizer, there are no pressure
    requirements at which the feed must enter the  wheel; therefore,
    the  feed will be pumped to  a  small  constant  pressure head  tank
    on the top of the  reaction  chamber  and  will  then flow  to the
    atomizer by gravity.   By utilizing  this set-up,  all  high pressure
    components have been eliminated  completely as  simple centrifugal
    pumps will be utilized for  slurry delivery.

                                 1017

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N1RO ATOMIZER INC.
    The key to the entire system is the atomization of the absorbing
    slurry and the intermixing of this atomized slurry with the boiler
    exhaust gases.  Niro Atomizer is capable of supplying single
    rotary atomizers which can handle up to 200 metric tons per
    hour oi slurry when required.  Systems to treat up to 500,000
    ACFM in a single chamber have been designed where absorbant
    feed rates in the order of 20 to 35 metric tons per hour are
    fed.  With the larger atomizer capability, higher gas flow rates
    per chamber are possible.  The absorbant is atomized by the forces
    exerted on it as it is thrown from the spinning disk or wheel.
    The wheel contains up to 24 orifices, about one-half inch in
    liameter, and as the slurry is accelerated through the
    -nternal section of the wheel, it is thrown out through these
    orifices, oreaking into millions of small droplets.  This special
    patented abrasion resistant wheel is currently used throughout
    the world for atomizing highly abrasive slurries such as in
    mineral concentrates, cement and kaolin.  The speed of the
    rfheel can be in the order of ten thousand revolutions per minute
    and by changing this speed, the size of the droplets produced can
    be modified.  As the droplets exit from the wheel, a cloud is
    formed which extends horizontally throughout much of the chamber
    (Ser Figure 2) .

    It is critical that the droplets in this cloud mix completely with
    incoming boiler flue gases to achieve the necessary S02 removal,
     nd equally important to have complete water evaporation take
    place before the slurry droplets come in contact with the chamber
    Optimum mixing is achieved by means of the flue gas distribution
    system shown on Figure 2.  The flue gas leaves the air preheater
    an* is transported to a roof gas disperser which funnels the gas
    ev nly around the atomizer as it enters the chamber.  A series of
    adjustable vanes in the gas disperser give the gas a swirling
    motion to provide for complete interaction of the SC>2 laden gas
    with the atomized absorbing droplets.

    As this interaction occurs, the SO2 in the gas reacts with the
    active material in the atomized slurry while at the same time water
    is evaporated to form a dry product.  Part of this dried powder
    can then be collected in the absorption chamber which, through its
    design, acts as a cyclone separator, or the powder can be collected
    in the same dust collection equipment used for fly ash removal.
    It is possible to split the percentage of dust collected in the
    absorber and precipitator or baghouse so that by collecting a
    larger quantity in the absorber, the requirements of the dust
    collection equipment down stream can be reduced significantly.

    Temperatures within the absorption system are closely controlled,
    as in normal spray dryer operation.  The outlet temperature is held
                                  1018

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NIRO ATOMIZER INC.
    enough above  the  dew point to allow for a temperature drop across
    the  dust collection  equipment without causing any operational
    problems.   This is especially important when a baghouse,  which
    is sensitive  to both high and low temperatures,  is used.   Since
    the  temperature at the  absorber outlet can be controlled  to within
    two  degrees,  it is possible to utilize low temperature bag
    materials  within  the baghouse which could reduce both capital and
    operational costs.

    Keeping a  close temperature control over the system is also
    important  when considering that the amount of active material to
    be utilized will  vary as  inlet SCK concentrations vary.   Test work
    has  indicated that stoichiometric ratios approaching those
    achieved in conventional  wet scrubbers can be obtained.   It is,
    therefore,  important to maintain a very tight control over tem-
    perature,  from a  material consumption viewpoint  as well as to
    avoid  operational problems.

    Whereas in a  wet  scrubbing process the wet sludges represent a
    major  pollution problem in themselves,  the residue from the dry
    absorption system is a  dried,  free-flowing powder which can be
    disposed of in a  manner similar to normal fly ash disposal.   It
    will not be necessary to  provide any further treatment to these
    wastes and the volume of  material which must be  disposed  of is
    substantially less than that produced by a wet scrubber.   Also,
    since  there is no further treatment of the wastes,  equipment such
    as thickeners, centrifuges,  and filters can be eliminated,  which
    will greatly  reduce  the amount of land necessary for a pollution
    control system.

    From a maintenance point  of view,  the dry SO2 absorption  process
    offers many advantages  over conventional wet scrubbing systems.
    Since  there is no wet-dry interface,  problems usually occurring,
    such as scaling within  the scrubber,  have been eliminated.   Alsof
    since  the  feed transportation system is simpler  in the dry pro-
    cess,  the  likeliness of mechanical problems in transporting the
    absorbant  is  reduced.   And,  as already discussed,  the removal of
    the  dry residue from the  absorber presents no problems while
    sludge from a wet process will result in material handling as well
    as disposal problems.

    The  Niro Atomizer spray absorption system offers a new method for
    removal of  SC>2 from  boiler off gases  while employing concepts and
    operations  which  have been used in conventional  spray drying plants
    for  over forty years.   High tonnage spray dryers have consistently
    shown  the  high reliability and continuous service which is essential
    for  operation in  the utility industry.   It is, therefore,  possible
    to eliminate  the  problems with existing flue gas desulfurization
    systems by  utilizing this unique spray absorption process  with
    dry  waste  disposal.
                                  1019

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0)
M
3
cn
                                                 1020

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                                                                                      Q:
                                                                                      -*v
u n
3e
u. rr

-------
CIRCUMSTANCES OF FGD AT
CHUBU ELECTRIC POWER CO.
       Masato Miyajima
   Chubu Electric Power Co., Ltd.
        Nagoya, Japan
            1022

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    Circumstances  of FQD  at  Chubu  Electric Power  Co.

                                            Masato  Miyajima
                                            Chubu Electric Power Co., Ltd.
                                            Nagoya, Japan

      In Japan,  where  its  national  territory, particulary the inhabitable area
is quite limited,  both population and industry are much too overcrowded.
      For this reason,  residential  districts are not quite separated from  in-
dustrial districts,  and in the  past we experienced problems where atmospheric
pollution had resulted in  damages to the health of the inhabitants.
      In the city  of Yokkaichi,  in  spite of the fact that six factories  in-
cluding our power  plant were operating by abiding by the emission  standards
respectively, we were  sued for  the  alleged damages to the health of the local
inhabitants owing  to the exhaust gas, and the trials have resulted to impose
exceedingly severe control on us, the enterprises.
      In Japan,  as regards emission of SOx, in accordance with the agreement
concluded with the local governments, it is strictly specified to be equivalent
of 0.1 to 0.3 percent  in terms  of sulphur content. Since long before the problem
of such atmospheric  pollution came  to the fore (the first half of the  1960s),
this company has been  studying  problems relative to air pollution.
      It is an opinion of  the electric power suppliers as the users of  the
fuel that efforts  towards  supply of oil with less sulphur content should be
made on the part of  petroleum companies, suppliers of the fuel. However, in
consideration of the demand-supply  situation of low-sulphur crude oil, avail-
able technology for  oil desulphurization, the capacity of existing  necessary
facilities and other reasons, it has become necessary to adopt the method of
desulphurizing the  flue  gas.    For such reasons that heavy oil with  low
sulphur content be  used with priority for boilers operated by medium and small-
size companies,  some of the boilers belonging to power supply companies  have
been equipped with  flue   gas  desulphurizing systems so as to cooperate  in
                                       1023

-------
meeting the low sulphurization plan target which is being sought throughout




the country.



      The first process of desulphurization ever to be adopted by Chubu  Elec-




tric Power Co. was the dry activated manganese oxide process.  Based on this




process, various test plants on different scales were constructed  at  our




Yokkaichi Thermal Power Station as follows!




      DAP - 3,000 (capacity  3,000 Mm3/hr)




      DAP -    55 (capacity     55 MW)



      DAP -   110 (capacity    110 MW, (220 MW x 1/2))




            (Note - DAP: dry absorption process)




      Through researches conducted from 1964 to 1974, a large number of im-



portant data were obtained.  This process, however, because of its own char-




acterristics, failed to match the situation being prevalent then, and there-



fore no additional expansion of the process was effected.



      In parallel with the dry process, this company was proceeding  with



research on wet processes, and having a prospect that the wet process  is




commercializable earlier than the dry process, as the first step, FGD  of




the Wellman-Lord process'on full scale was erected as No. 1 power  plant




(220 MW) at Nishi-Nagoya in September 1973.




      The Wellman-Lord process was  selected for the following reasons?



l)   The quantity of raw materials required and the quantity of by-products



  turned out are small.



2)   No possibility of scaling in the absorption tower unlike  in the case of



  the lime gypsum process.




3)   Japan Synthetic Rubber Co. has constructed one with a capacityt




  100,000 NmVhr.



4)   The  by-products H2S04 is  effectively usables as a chemical industry




  raw material.  Further, it finds a rather large market and consequently



  problem is limited as to its disposal.
                                      1024

-------
      Operation results of the Wellman-Lord process at the Nishi-Nagoya Power




Station during the past four years are as follows:




 Operation time:  26,000 hours (Sept. 1973 - Sept. 1977)




 Operation rate:  91$




 Efficiency:   3^2 at inlet:  1,500 ppm




                            (equivalent to 2.5$ sulphur content.)




              S02 at outlet:   110 ppm




                            (equivalent to 0.2$ sulphur content)




              Mean desulphurization rate 92$




 By-produced sulphuric acid:  60,200 tons




 Principal troubles experienced and counter measures taken therefor:




(l)   Clogging of fine pipes of the heater of the regeneration system evapo-




  ration boiler




      Clogging and corrosion of the fine pipes of the heater due to depositing




  of such substances as sodium sulphite, and Glauber's salt.  To eliminate the




  trouble, periodical washing with water (once monthly) and jet cleaning ( 3




  to 4 times annually) are being conducted.






(2)   Cracking in the interior of the absorption tower




      Cracking was observed in the tray inside the absorption tower during the




  initial period following the startup.




      As countermeasure, various parts were reinforced and as the result no




  similar troubles have occurred thereafter.






(3)   Leak through the fine pipes of the surface condenser




      Leak took place resulting from corrosion of the interior of the  fine




  pipes (seawater side).  As the solution, the material of the fine pipes was




  changed from stainless steel ( epoxy lined) to titanium.




             We are almost content with the results obtained.




      At No.l and No.2 plants at the Owaae Mita Power Station (with a capacity




of 375 MW respectively), FGD of the lime gypsum process for  total  flue gas






                                       1025

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treatment was erected in the beginning of 1976.



      The lime gypsum process was adopted for the reasons to be enumerated in



the following:




l)   This process, that has already been employed by other power supply com-




 panies, is now offering higher reliability.



2)   The process itself is simple.




3)   The raw material of lime is abundantly available in Japan.




4)   Even in case where a large number of PGDs are set up in Japan in  the



 future with resultant oversupply of the by-product of gypsum, it will be




 easy, unlike sulphuric acid, to store and discard in some cases, because of



 its chemical stability.  What is more, gypsum is being consumed in  large



 quantities for such purposes as making cement and gypsum boards, and it




 offers greater possibility of new applications and uses in the future.



     Stepped up efforts are being made in that direction too.






      Operation results of the lime gypsum process at the Owashe Mita  Power



Station are:




 Operation time:  No.l  11,000 hrs (April 1976-Sept. 1977)




                  No.2   9,600 hrs (June 1976-Sept. 1977)



 Operation rate:  No.l      96 %




                  No.2      99 %



 Efficiency:  S02 at inlet - 1,600 ppm




                             (equivalent to 2.9 % sulphur content),



              S02 at outlet -  120 ppm



                             (equivalent to 0.25 % sulphur content),



              mean desulphurization rate 92 %



 Fuel consumption:  No.l  860,000kl




                    No.2  760,000kl




 Gypsum production:   No.l   128,000 tons



                     No.2   133,000 tons
                                      1026

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 Principal troubles and countermeasures therefor:




(l)   Clogging of the mist eliminator



      There were instances where the trains were stopped alternately  to  be




  cleaned in turns because the differential pressure tended to increase owing




  to gypsum scale that deposited on the elements of the mist eliminator during




  the initial period following the startup.






(2)   Slurry piping




      Leakage through the slurry piping and valves due to local abrasion was




  detected particularly in the parts that were subjected to high temperature.




  Thus, the pipeline was modified in order to facilitate maintenance.






(3)   Absorbing tower




      Although partial clogging of the internal grid was seen, it did not lead




  to malfunction in particular.  Cleaning of the grid was performed once  an-




  nually at the time of periodical inspection.






(4)   While clogging of the filter element of the gypsum separator (centrifu-




  gal machine) occurred frequently during the initial period following  the




  startup, its occurrence was brought to a minimum by  employing  filter




  element of a different type and changing the operation method.




      We are virtually satisfied with the foregoing results.






Re economics




      Although the economics of desulphurization of flue gas that are re-




lated to the operations of this company cannot be stated definitely,  they




register at 6,COO to 8,000 yen per kl by a 7-year depreciation and a 70 %




operation rate, and this is nearly equivalent to the fuel coat difference in




Japan between high-sulphur oil and low-sulphur oil.




      FGD in Japan, however, is of very high efficiency, including its after-




treatment system in consideration of the various strict environmental stand-




ards, with resultant high costs, but in cases where very high efficiency is




not called for depending on the sitting conditions of power plants, the cost





                                       1027

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is expected to be somewhat lower.




      On the other hand,  in Japan although primary emphasis used to be placed




on SOx in the past by way of environmental control of thermal power stations,




the control standards are becoming increasingly severer of late extending over




to all areas such as NOx, smoke dust, water quality and wastes, and FGD, too,




in consideration of such control standards, has come to be placed in a delicate




situation.  In other words, use of HS consequent upon installation of the FGD




entails increase in NOx generated, and as measures to be taken therefor more




sophisticated techniques and greater costs are required.  Use of the  FGD,




furthermore, incurs other problems which are associated with wastewater treat-




ment and disposal of by-products.




      In view of the above-mentioned background cf the FGD, use of fuel with




higher quality as well as use of fuels of diversified types and kinds,  even




LNG and naphtha have come to be employed.  What is more, FGD has rarely been




installed recently because the citing conditions of thermal power stations




call for use of ultra low sulphur fuel (such as LNG and equivalent of naphtha)




and  flue   gas  with minimum NOx content.  However, two units of coal-burning




500 MW FGDs are said to be installed at the Matsushima Power Station  of




the Electric Power Development Company which is scheduled to be completed




in I960.
                                       1028

-------
FLUE GAS DESULPHURIZATION PLANT
 ON OWASE-MITA POWER STATION
           Masato Miyajima
       Chubu Electric Power Co., Ltd.
            Nagoya, Japan
                1029

-------
                     FLUE GAS DESULPHURIZATION PLANT


                       ON OWASE-MITA POWER STATION
                                              M,  Miyajima,

                                              Chubu Electric Power Co.,  Ltd.

                                              Nagoya,  Japan
Introduction

      Owase-Mita Power Station's No.l and 2 machines having a total output of

      750,000 kW (375,000 kW x 2 units)  was started in operation in July and

      September, 1964, respectively.

      Since then we have made a maximum  effort in lowering the sulphur content

      of the fuel to keep steps with  the requirement of age.   Then, in  order
                                                                        *
      to improve the environment further and taking into account the totalized

      conditions such as the relationship of combination with the adjacent Toho

      Petroleum Oil Co., Ltd. and fuel affairs,  we decided to install a flue

      gas desulphurization plant belonging to the largest class in Japan  as

      an effective means to lowering  the sulphur content.  Installation work

      was started on Oct. 17, 1974, and  building work was continued for more

      than   year and a half since then.  The No.l unit passed the   per -

      operation test on April 8, 1976 and No.2 unit on June 25, 1976.

      Both units have been and are in favorable operation.

      The units will be described briefly here.
                                     1030

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1.    Outline of facility
     Kind of unit
     Amount of gas processed
     Desulphurization factor        :
     Absorbent source material      :
     Amount of source material used!

     Byproduct                     !
     Amount of byproduct produced  :

     Flue gas reheating system     :
     Installation area             :
     Total cost of construction    :
     Manufacturer
Wet type lime-gypsum method
 1,200 x ID? Nm3/h
(Total amount of flue gas for 375,000 kW
 is processed)
 90 % or more
 Quicklime

 About 60,000 tons/year
 (Nos.l and 2 units)
 Gypsum
 About 180,000 tons/year
 (Nos.l and 2 units)
 After burner system
 About 29,000 m2
 About 16,000,000,000 yen
 (Aprox.64 million dollars)
 (Nos.l and 2 units)
 Mitsubishi Heavy Industries Co., Ltd.
2.   Process
     This unit accepts quicklime (CaO) as the source material and prepares
 from it the absorbent (Ca (011)2) solution.  This solution is used to rinse
 the flue gas from the boiler to remove SOx content and recover gypsum
 (CaS04.2H20) as the byproduct.
     The flow chart of the unit is attached at the end of this booklet
                                 1031

-------
                                Jl
        Owase-Mita Power Station and its surrounding viewed from
air.
2-1   Material accepting storing facility
      Since the material lime is dangerous it is carried by special dump
  trucks,  delivered directly to the hopper,  sent from the bottom of  the
  hopper to the lime storing tank  by using Various  conveyors  and  stored
  there temporarily,
                                    1032

-------
      The storing capacity is 1100 m3.  The tank capacity was designed  as



  the capacity for 5 day's use, taking into account the holidays and  road




  accidents.






2-2   Absorbing liquid preparation process



      The quick lime is picked up from the storage tank, weighed, and  then




  supplied to the lime mixing tank.  There the lime is mixed with supernatant




  supplied from the gypsum thickener and digested to form milk of lime,  The




  milk of lime is sent to the milk-lime thickener to classify the  digestion



  residue.  The over flowing liquid is taken out continuously and sent to the




  second absorbent reservoir as an absorbent 5 % in concentration.  The di-



  gestion residue is taken out from the bottom of the thickener, crushed



  vertical tower mill, and all is used as the absorbent.






2-3   Flue  gas cooling process



      The  flue  gas of the boiler undergoes humidification, cooling,  and




  dust removal in the cooling tower.  The gas temperature, which is  some



  150 °C at the inlet, decreases to 55 °C  at the outlet.




      This process makes the desulphurizing reaction in absorbing  process



  advantageous by decreasing the gas temperature and the same time,  by



  saturating the moisture, plays a role of preventing the local condensation




  of slurry which is caused by the vaporization of the moisture  in  the



  absorbing unit.






2-4   Absorbing process



      The gas that has passed through the cooling tower is washed with  ab-



  sorbent and removed of S02 here.




      Grid filling type of simple cooling tower is used because of its advan-




  tage of having a large capacity factor of 5^2 absorption, small pressure



  loss, high performance stability, and being easily scaled up.



      Two absorbing towers, installed in series with the gas flow, are employed




  in this unit in order to satisfy the SO? absorbing factor and Ca utility



                                      1033

-------
  factor.
           GAS
1st
ABSORBING
TOWER
=£>

< —
2nd
ABSORBING
TOWER
                                                        ABSORBENT
      The main purpose of the 2nd absorbing tower is the removal of 302 .



  The pH of the absorbent is set at 6.5 to remove most of the 30^.



      The purpose of the 1st absorbing tower is the role of making the  un-




  reacted Ca component in the absorbent used in the 2nd absorbing tower react



  again rather than S02 removal.



      In the case where lime slurry is used to wash the gas, the most important




  practical problem is the prevention of sc.ale adhesiont  Scale is defined as



  the adherence of gypsum formed by the reaction between a portion of calcium




  sulphite and the oxigen contained in the waste gas to the grid and inner



  walls of the tower.  Since in this unit various countermeasures are being



  taken, a smooth operation is continued.




      Although calcium sulphite is formed by the main reaction of 302 absorption




  as shown in formula (l), one portion is oxidized to gypsum as shown in formula




  (2).
Ca(OH)2 + S02 + H20




            *• H2°
H20
                                                             (l)
                                   CaS04 2H20 + H20 ............... — (2)
2-5   Oxidation Process



      Calcium sulphite slurry is fed and compressed air is blown into  the




  oxidation tower, where calcium sulphite is oxidized to form gypsum as shown



  in the reaction formula (2).




      To cause oxidation to take place with the highest efficiency a  rotary



  atomizer is installed on the bottom of the oxidation tower in order  to




  float up very minute air bubbles through the slurry.




      The gypsum liquid is controlled to below pH4.  Sulphuric acid is added
                                    1034

-------
  when the pH is higher.  Since two absorbing towers are used in this unit
  the Ca utility factor is almost 10C$>, and the pS adjusting system is almost
  unused•
2-6   Filtration process
      The gypsum slurry extracted from the bottom of the oxidation tower is
  condensed in the thickener sent to the squirrel-cage centrifugal separator
  as a 25^ concentration fluid to be dehydrated.  The moisture content  of
  the gypsum is 10$ or less, pH value is neutral, and the purity is 98/'°  or
  more.
      The overflown liquid of the thickener and the filtrate of the centrifu-
  gal separator are sent to the absorbent preparating process and reused in
  the digestion between it and lime.
2-7   Gypsum storing and delivering process
      The gypsum that has been produced is carried to and stored in the gypsum
  warehouse by means of conveyors.  The storing capacity was designed to  be
  for 7 day's amount taking into account climatic condition etc.  Marine
  transport of gypsum is being planned, and the quay allows up to a maximum
  of 1,500 ton vessels to approach.
      Since the cargo-working is made in the day time in principle a  ship
  loader having a maximum loading capacity of 230 tons/hour is installed on
  the quay and the conveyor carrying the gypsum to the loader is run through
  the inside a cylinder type closed duct.
2-8   Utilizing water, waste   water treating
      The amount of water used by this unit is about 3»500 nr/day (2 units),
  the supply source is the surplus water from the deep well of the adjacent
  plant-TOHO PETROLEUM Co., Ltd. which is stored in a 3,500 kl tank installed
  in our yard.  Abut 2,400 m-Vunit of liquid is circulating through the system
  and its control must be made with considerable care.
      Spending a large amount of water this unit was so designed as to  keep
  the water balance in the system by reusing as much water as possible.
                                     1035

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   Most of the waste water comes from the cooling system and it is treated by

   the waste water treating facility established within the system.


3.   Installation schedule

     Starting in February, 1974 we removed and moved 3 warehouses, 2 heavy oil

 tanksflight oil tank, modified appended pipings, and moved the ammonia tank

 to secure the installation site of the desulphurization plant.  We also made

 geological survey and preparation work for electric power facility for  en-

 gineering work.

     This engineering schedule is as shown below.



                                No.l  unit          No.2  unit

      Foundation work          Oct. 17, '74        Same as left

      Machine installation     Feb. 10, '75        Mar. 28, '75

      Electric power           Sep. 18, '75        Same as left
                reception

      Flue gas passing         Dec. 26, '75        Mar.  4, '76

      Commercial running       Apr.  8. '76        June 25» '76



     A period of about 10.5 months was spent between the installation of the

 units and the time of passing the flew gas .   The scale of the unit was large,

 the kinds of work were many and the number of subcontractors was numerous.

 Moreover, almost all works were concentrated around the cooling and absorbing

 tower and the schedule was made severer by the following additional require-

 ments.

  (a)   The lining of the  cooling and absorbing tower and the inner path of the

   flue duct were made being always influenced by weather during the work.

  (b)   Since the lining pipe was the main subject of piping, installation  of

   on-site fitting pipes  such as the piping of coupling section could not be

   made until the completion of the lining of the main body.

  (c)   There were many rainy days.


                                       1036

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4.   Electrical facilities

     The power consumption of two desulphurization units is about 20,000 kW,

 and it was necessary to secure highly reliable electric wires.   However,  since

 the already existing power supply facility was insufficient in  capacity  it

 was determined to receive power from the 77 kV bus of the substation addition-

 ally installed.   A transformer was installed on the desulphurization unit and

 a 200 mm2 CV triplex cable is used,  buried underground,  to connect  them.

     Since the protection pipe has many bendings and its total length  was

 530 m, the EFLBX pipe,  which is easy to lay,  was used.

     One unit of  transformer was used common to Nos.l and 2 units.   Employment

 of 27/13.5 + 13.5 MVA 3 wire wound type made  the short-circuit  capacity small

 and MSB of small cut-off capacity (350 MVA)  was used.   No special stand-by

 power supply was installed because of  the  high reliability of the power supply.

 The emergency power  was designed to  be supplied from the existing diesei

 generator.

     As for the DC power supply  only  a  125  V  1000 AH  capacity one was used to

 operate those devices necessary to be  operated  assuredly immediately after

 the power failure.
                    »   t #»;

                      UlLi;  •  Ll
                          ta  S       *"* * "W» *
                        .11  -J'-H  (  II  >«
                          ;             «
                      Control room of the FGD plants

                                      1037

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5.   Control method




     A control room common to Nos.l and 2 desulphurization units having facili-




 ties capable of conducting concentrated operation and supervision of Nos.l and




 2 units by using 4 operators.  The central control board was a vertical divided




 board arranged for each reaction group which is economically advantageous.




     To make the performance of desulphurization unit to 450 x ICr Nm^/hour




(equivalent to 125,000 kW) to 1200 x 105 Nm5/nour (equivalent to 375,000 kW)




 in waste gas amount and enable to follow the change in gas amount  of 40 x 10^




 NmVmin. (equivalent to 10,000 kW), the coordination of the control with the




 boiler load, a method in which the pressure at the outlet of the electrical




 dust precipitator, which is the junction point, is controlled to the pressure




 setting value determined by the load, was employed.








£,   Actual results of running




     Total duration of operation of No. 1 and No. 2 is 11,090 hours (No. l)




 and 9,680 hours (No. 2) as of the end of September 1977 since their startup




 in April (No. l) and in June (No. 2) in 1976.




     Even though during the initial period following the startup, troubles




 occurred resulting from such causes as abrasion of the slurry piping and




 clogging -f the mist eliminator, such troubles have recently been eliminated




 through operation improvements thereby reaching an operation rate of almost




 100 percent.
                                      1038

-------

-------

-------
     The operation conditions may be outlined as follows«



           (as of the end of September 1977)
~~— — -___
Operation time of boiler
(hr)
Operation time of FGD
(nr)
Operation rate of FGD
(£)
Shutdown due to FGD trouble
I, times)
Duration of shutdown due
to FGD trouble (hr)
HS fuel consumption
(kl)
Gypsum production
(ton)


Principal cause of
shutdown due to
trouble



No. 1
No. 2
No. 1
No. 2
No. 1
No. 2
No. 1
Ho. 2
No. 1
No. 2
No. 1
No. 2
No. 1
No. 2



No. 1



No. 2
Startup -
March 1977
7,384
5,375
6,977
5,290
94
98
2
0
24i
0
550,000
420,000
85,000
84,000
1 ) Leakage
due to abra-
sion of the
alurrypiping
2) Clogging
of the mist
eliminator.

April 1977-
Sept. 1977
4,122
4,386
4,106
4,366
99.6
100
1
0
6
0
310,000
340,000
43,000
49,000
1 ) Leakage
due to abra-
sion of the
. slurry piping




Total
11,506
9,761
11,083
9,676
96
99
3
0
248
0
860 , 000
760,000
128,000
133,000








    Principal problems so far experienced were as  follows:




(.1)   Clogging of the mist eliminator




      There were instances where the trains were stopped alternately to be




  cleaned in turns because the differential pressure  tended  to  increase owing
                                      1039

-------
   to  gypsum scale  that  deposited  on  the  elements  of  the  mist  eliminator during




   the initial period  following the startup*




 (2)    Slurry piping




       Leakage through the  slurry  piping  and  valves due  to  local abrasion  was




   detected particularly in  the  parts that  were  subjected to high temperatures.




   Thus,  the pipeline  was modified in order to facilitate maintenance.




 (3)    Absorbing tower




       Although partial  clogging of the internal grid was seen,  it did  not lead




   to  malfunction in particular.  Cleaning of the  grid was  performed once




   annually at the  time  of  perjodical inspection.




 (4)    While clogging of the filter element of the gypsum separator (centrifugal




   machine) occurred frequently during the initial period following the startup*




   its occurrence was  brought to a minimum by employing filter element  of  a




   different type and  changing the operation method.
Summary




         The unit,  which was completed by investing a large capital, is different




   from the conventional power generating plant and appears to be a large chemical




   plant.  In order to operate new devices with a few operators,  there may arise




   many problematic points.   However,  if the desulphurization unit continues




   stable operation over a long period of time it will do its duty as a public




   pollution preventive unit and serve to accelerate the site planning of power




   supply facilities.   This  may be the best desired result.  We are intending to




   make effort for maintaining the stable operation.




         Although the utilization of gypsum is still low, since its utilization




   is being investigated eagerly in the related fields,  we are expecting  good




   results and, at the same  time, hoping those concerned will give as further




   understanding and aid.
                                       1040

-------
a
o
~  c
                                1041

-------
                                TECHNICAL REPORT DATA
                         (Please read Iiiuructions on the reverse bcjore completing)
1. REPORT NO.
 EPA-600/7-78-oA8b
                           2.
                                                      3. RECIPIENT'S ACCESSION" NO.
4. TITLE AND SUBTITLE
Proceedings: Symposium on Flue Gas Desulfurization-
   Hollywood, FL, November 1977  (Volume H)
                                5. REPORT DATE
                                  March 1978
                                6. PERFORMING ORGANIZATION CODE
7. AUTHOR(S)

Franklin A. Ayer,  Compiler
                                                      8. PERFORMING ORGANIZATION REPORT NO.
9. PERFORMING ORGANIZATION NAME AND ADDRESS
Research Triangle Institute
P.O. Box 12194
Research Triangle Park, North Carolina 27709
                                                      10. PROGRAM ELEMENT NO.
                                E HE 62 4 A
                                11. CONTRACT/GRANT NO.

                                 68-02-2612, Task 38
12. SPONSORING AGENCY NAME AND ADDRESS
 EPA, Office of Research and Development
 Industrial Environmental Research Laboratory
 Research Triangle  Park, NC 27711
                                                      13. TYPE OF REPORT AND PERIOD COVERED
                                                       Proceedings; 11/8-11/77
                                 14. SPONSORING AGENCY CODE
                                  EPA/600/13
15. SUPPLEMENTARY NOTES IERL-RTP project officer is Julian W.  Jones, Mail Drop 61, 919/
541-2489.
16. ABSTRACT
           The proceedings document presentations made during the symposium,
which dealt with the status of flue gas desulfurization technology in the United States
and abroad. Subjects considered included: regenerable, non-regenerable, and
advanced processes: process costs: and by-product disposal, utilization,  and
marketing. The purpose of the symposium was to provide developers, vendors, users
and those concerned with regulatory guidelines with a current review of progress
made in applying processes for the reduction of sulfur dioxide emissions at the full-
and semi-commercial scale.
17.
                             KEY WORDS AND DOCUMENT ANALYSIS
                DESCRIPTORS
                    b.IDENTIFIERS/OPEN ENDED TERMS  C. COSATI Field/Group
Pollution
Flue Gases
Sulfur Dioxide
Desulfurization
Regeneration
Cost Analysis
Byproducts
Disposal
Marketing
Pollution Control
Stationary Sources
13 B
21B
07 B
07A,07D
14 B
13. DISTRIBUTION STATEMENT

 Unlimited
                    19. SECURITY CLASS (This Report)
                     Unclassified
                                                                   21. NO. OF PAGES
                             614
                    20. SECURITY CLASS (Thispage)
                     Unclassified
                                             22. PRICE
EPA Form 2220-1 (9-73)
                 1042
            ->U.S. GOVERNMENT PRINTING OFFICE: 19 78 -7HO-261/ 338 REGIONNO.4

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