U.S. Environmental Protection Agency Industrial Environmental Research       EPA-600/7-77-075
Office of Research and Development Laboratory                .  . mft
                Research Triangle Park, North Carolina 27711  July 1977
        FLUE GAS DESULFURIZATION
        USING FLY ASH ALKALI
        DERIVED FROM WESTERN COALS
        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" seven series
These seven broad categories were  established to facilitate further
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     1.  Environmental Health Effects Research
     2.  Environmental Protection  Technology
     3.  Ecological  Research'
     4.  Environmental Monitoring
     5.  Socioeconomic Environmental Studies
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     7.  Interagency Energy-Environment Research and Development

This report has been assigned  to the INTERAGENCY ENERGY-ENVIRONMENT
RESEARCH AND DEVELOPMENT series.   Reports  in this-  series result from
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                                        EPA-600/7-77-075
                                                July 1977
   FLUE GAS DESULFURIZATION
        USING FLY ASH ALKALI
DERIVED FROM WESTERN COALS
                         by

                   H.M. Ness, E.A. Sondreal,
                   F.Y. Murad, and K.S. Vig

            U.S. Energy Research and Development Administration
                   Box 8213 University Station
                 Grand Forks, North Dakota 58202
                EPA Interagency Agreement IAG-D5-E681
                  Program Element No. EHE624
                 EPA Project Officer: Norman Kaplan

               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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                                  FOREWORD

     New coal burning electric generating stations are required to limit
their emissions of sulfur dioxide in order to protect public health.   Many
Western U.S. coals, although low in sulfur, still  require some measure of
sulfur dioxide control in order to comply with the New Source Performance
Standard of 1.2 Ib S02/MM Btu.

     The mineral matter in lignite and Western subbituminous coals generally
contains a high proportion of alkaline constituents, which will react in a
wet scrubber to remove sulfur dioxide from the stack gas and produce  a sul-
fate enriched ash sludge.  This process, as described in the present  report,
has advantages of lower cost and improved reliability compared with state-of-
the-art lime/limestone scrubbing.  Ash-alkali scrubbing for sulfur dioxide
removal can be expected to be widely applied to future boilers burning
Western coals.
                                      Gordon H.  Gronhovd
                                      Director,  Grand Forks Energy
                                        Research Center

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                                   ABSTRACT

     A test program investigating the use of Western coal  fly ash for
scrubbing SC>2 from powerplant flue gas was conducted on a  130-scfm pilot
scrubber at the Grand Forks Energy Research Center, Grand  Forks,  North
Dakota, and on a 5000-acfm pilot scrubber at the Milton R.  Young  Generating
Station, Center, North Dakota.

     Experiments conducted on the 130-scfm pilot scrubber  were designed to
investigate the effects of increased sodium concentration  on S02  removal and
rate of scale formation.  Parameters investigated include  liquid-to-gas
ratios (L/G), stoichiometric ratios (CaO/SO?),  and sodium  concentration.
Results indicate increased S02 removal and decreased rate  of scale formation
as sodium concentration increases.

     Experiments conducted on the 5000-acfm pilot scrubber generated design
and operating data for a full-scale 450 MW fly  ash alkali  scrubber to be
constructed at the Milton R. Young Station.  Results indicate that sufficient
S02 can be removed to meet NSPS requirements using only fly ash alkali when
burning 0.75 pet sulfur lignite.  An eight-week reliability test  was also
performed.  Test programs on fly ash alkali scrubbing of flue gas S02 using
a subbituminous-derived fly ash and other various lignite-derived fly ashes
were also performed.

     A detailed analysis of capital investment  and operating cost for a 100
MW, 500 MW, and a 1000 MW scrubber using the fly ash alkali process is
presented.
                                     111

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                              CONVERSION TABLE

     EPA policy is to express all  measurements in Agency documents  in
metric units.   Implementing this practice results in difficulty in  clarity,
therefore, conversion factors for non-metric units used in this document
are as follows:
        British

     1 acre
     1 British thermal unit
       per pound
     1 foot
     1 cubic foot per minute
     1 inch
     1 gallon
     1 pound
     1 mile
     1 ton (short)
     1 part per million

     1 pound per square inch

     1 cubic yard
     1 grain per cubic foot
     Metric

4047 square meters

2.235 Joules per gram
0.3048 meter
28.316 liters
2.54 centimeters
3.785 liters
0.454 kilogram
1.609 kilometers
0.9072 metric tons
1 milligram per liter
  (equivalent)
0.0703 kilogram per square
  centimeter
0.7641 cubic meter
2.29 gram per cubic meter
                                      iv

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                                CONTENTS

Foreword	    ii
Abstract	    iii
Conversion table	     iv
Figures	     vi
Tables	    vii
Acknowledgment	     x

   1.   Conclusions 	     1
   2.   Introduction	     3
   3.   Summary
             GFERC Test Program	     8
             SBEC Test Program	    13
             Coyote Station Test Program	    26
             Minnesota Power and Light Company Test Program .  .    34
             Fixed Investment and Operating Cost Analysis ...    38

References	    64
Appendix A	    65

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                                    FIGURES

Number                                                                Page

  1    Sulfur dioxide removal  efficiencies requred for stack
         gas cleaning of Western coal	     5

  2    Effect of pH and reaction time  on fly ash CaO availability.  .     7

  3    130-scfm pilot plant scrubber,  Grand Forks Energy
         Research Center 	     9
  4    5000-acfm pilot plant scrubber, Square Butte Electric
         Cooperative	    15

  5    Sulfur dioxide removals in SBEC pilot plant tests using fly
         ash alkali	    19

  6    Sulfur dioxide removals in.SBEC reliability pilot plant
         tests using fly ash alkali	    23
                                     VI

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                                   TABLES

Number                                                                Page

  1     Coal  Sulfur Content Equal  to Federal  Emission  Standard.  ...     3

  2    Selected Analyses of Ash in Western Coals  	     6

  3    Sulfur Dioxide Removal  Efficiencies and Fly Ash  Alkali
         Utilization as a Function of L/G.  CaO/SC-2 = 1.2	    10

  4    Sulfur Dioxide Removal  Efficiencies,  Fly Ash Alkali  Utili-
         zation and Scaling Rate as a Function of CaO/S02
         Stoichiometric Ratio, L/G = 45	    11

  5    Sulfur Dioxide Removal  and Scaling Rate as a Function of
         Sodium Concentration, CaO/S02 = 1.2,  L/G = 45	    12

  6    Typical Solution Analysis at Sodium Levels of  0.17  pet,
         0.66 pet, 4.0 pet, and 9.3 pet	    12

  7    Typical Analysis of Lignite Fly Ash Produced by  Cyclone-
         Fired Center Unit No. 1  at the Milton R.  Young Station.  .  .    17

  8    Summary of Averaged Results from the  Design and
         Operating Criteria Test Program 	    20

  9    Summary Results of SBEC Reliability Test Program	    22

 10    Typical Analysis of Scrubber Solutions  from the  SBEC
         Reliability Test Program	    25

 11     Typical Analysis of Beulah, North Dakota Low Sodium
         Fly Ash	    27

 12    Summary of Results Using Low Sodium Fly Ash	    28

 13    Typical Solution Analysis Using Low Sodium Fly Ash	    28

 14    Typical Analysis of Beulah, North Dakota High  Sodium
         Fly Ash	    29

 15    Summary of Results Using High Sodium Fly Ash	    29

 16    Typical Solution Analysis Using High  Sodium Fly  Ash 	    30

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                              TABLES, continued

Number                                                                Page

 17    Typical Analysis of Big Stone Fly Ash	30

 18    Summary of Results Using Big Stone Fly Ash	31

 19    Typical Solution Analysis Using Big Stone Fly Ash	32

 20    Typical Analysis of Basin Fly Ash	32

 21    Summary of Results Using Basin Fly Ash	33

 22    Typical Solution Analysis Using Basin Fly Ash	33

 23    Summary of Results at pH 4.5	34

 24    Typical Analysis of MP&L Fly Ash from Colstrip, Montana,
         Subbituminous Coal	35

 25    Summary of Results from the MP&L Test Program	36

 26    Typical Solution Analysis of MP&L Ash Test	37

 27    500 MW Base Case Fly Ash Alkali Process -

       -a  Material Handling (Lime) 	   39
       -b  Material Handling (Fly Ash)	41
       -c  S02 Scrubbing	42
       -d  Solids Disposal	44
       -e  Reheat	45
       -f  Gas Handling	46
       -g  Structural	47
       -h  Instrumentation	48
       -i  Instrumentation	48
       -j  Utilities	49
       -k  Service Utilities	50
       -1  Excavation & Foundation	51

 28    Summary of Estimated Fixed Investment for a 100 MW Fly
         Ash Alkali Process	53

 29    Summary of Estimated Fixed Investment for a 500 MW Base
         Case Fly Ash Alkali Process	55

 30    Summary of Estimated Fixed Investment for a 1000 MW Fly
         Ash Alkali Process	57
                                     Vlll

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                              TABLES, continued

Number                                                                Page

 31    Total Average Annual Operating Cost for a 100 MW Fly
         Ash Alkali Process	59

 32    Total Average Annual Operating Cost for a 500 MW Fly
         Ash Alkali Process	60

 33    Total Average Annual Operating Cost for a 1000 MW Fly
         Ash Alkali Process	61

 34    500 MW Base Case Fly Ash Alkali Process - Annual
         Operating Costs	62

 35    Comparison of Raw Material  Operating Costs for Lime
         Scrubbing Versus Fly Ash  Alkali  Scrubbing	63

 36    Scrubber Unit Operating Costs for  the Fly Ash Alkali Process  .   63


       Appendix:

A-l    Summary of Results from the Design and Operating Test
         Series Conducted at L/G 60	66

A-2    Summary of Results from the Design and Operating Test
         Series Conducted at L/G 80	67
                                     IX

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                               ACKNOWLEDGMENTS

     This report, prepared by the Grand Forks Energy Research Center,  pre-
sents the results of work conducted during fiscal  year 1976 under funding
transferred from the EPA to ERDA and also under a  cooperative contract
between ERDA, the Square Butte Electric Cooperative, Minnesota Power and
Light, and Combustion Equipment Associates.

     The information presented in this report on the 5000-acfm scrubber was
derived from a test program conducted under the direction of a steering
committee comprised of the authors, Mr. Lloyd Hillier, and Mr. Ken Vig of
the Square Butte Electric Cooperative, Mr. Dennis  Van Tassel  of the
Minnesota Power and Light Company, and Dr. Fred Murad of Combustion Equip-
ment Associates.

     The steering committee wishes to express its  appreciation to Mr.  Phil
Richmond of Square Butte Electric Cooperative, Mr. Cabot Thunem of the
Grand Forks Energy Research Center, ERDA, and Mr.  D. Mehta of Combustion
Equipment Associates, for their supervision of the operation of the 5000-acfm
pilot scrubber.  Appreciation is also extended to  Mr. Larry Woodland of
Arthur D. Little, Inc., and Mr. D.A. Burbank of the Bechtel Corporation,
for their technical assistance, and to the York Research Corporation and the
Grand Forks Energy Research Center for the analytical work performed during
the test program.

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                                  SECTION 1

                                 CONCLUSIONS

     Experiments at the Grand Forks Energy Research Center on a 130-scfml/
pilot scrubber investigating the effects of a scrubber solution containing
high concentrations of sodium and low levels of suspended solids have shown
that:

     *  The rate of scale formation decreased as the sodium level  increased.

     *  Settling of the fly ash sludge degraded with increasing ionic
        strength.

     *  An increase in the level of total dissolved solids did not have
        a significant effect on sulfur dioxide removal under the condi-
        tions investigated.  Other tests conducted previous to and after
        the tests currently reported have indicated a substantial
        increase in sulfur dioxide removal with increased sodium con-
        centration under suitable conditions
     Experiments on the 5000-acfm pilot scrubber have been underway for one
year, and the initial objective of confirming design parameters for a 450
MW commercial unit to operate on cyclone-fired lignite fly ash have been
met.  Variable studies are continuing under the Energy Research and Devel-
opment Administration.  The conclusions reached thus far are as follows:

     •  Sufficient fly ash alkali can be reacted in a wet scrubber
        to reduce sulfur dioxide in flue gas below the Federal
        emission standard when burning lignite with an average
        sulfur content of 0.75 pet in a cyclone-fired boiler.

     *  Up to 66 pet of the alkali used in a wet scrubber must be
        added as supplemental lime to reduce sulfur dioxide in
        flue gas below the Federal emission standard when
        burning lignite with a worst case sulfur content of
        1.3 pet in a cyclone-fired boiler.

     *  The utilization of the alkali in the fly ash is reduced
        when supplementary lime is added.

]_/  Non-metric to metric conversion factors are shown on page iv.

2/  Underlined numbers in parentheses refer to items in the list of
     references at the end of this report.

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•  Calcium sulfite scaling could not be detected under normal
   operating conditions.

•  Calcium sulfate scaling could not be detected under normal
   operating conditions.

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                                  SECTION 2

                                INTRODUCTION

     The Western reserve base for measured and indicated coal  in  place,  as
defined by the U.S. Bureau of Mines, totals about 216 billion  tons  (2J.
During the last 15 years, the Western share of U.S.  coal production has
risen from about 6 pet to about 18 pet.   A national  goal of one billion  tons
of coal production has been set for 1985, and about  30 pet of  it  is expected
to come from the Western coal reserves.   Part of this expanded coal produc-
tion is anticipated to be used in gasification and liquefaction plants;  a
considerable portion would be used in the generation of electricity.   Most
Western coals require some control of sulfur oxide emissions to meet the
NSPS, and stack gas cleaning technology  for burning  Western coals will
assume much greater importance in the future than in the past.

     The Western coal reserves include lignite, subbituminous, and  bituminous
coal, with the lower rank coals predominating.  An important property of most
Western coals is that they contain far less sulfur than the 2  to  3  pet sulfur
content of a typical Eastern or Central  coal.  The sulfur content of Western
coals averages about 0.7 pet and an average sulfur dioxide removal  of only  30
to 40 pet is required to meet the Federal standard of 1.2 Ib S02/MM Btu.
Since the Federal standard is based on heat release, variations in  heating
value according to rank have an important effect on  the coal sulfur content
that is equivalent to the Federal emission standard, as shown  in  Table 1.

       TABLE 1. COAL SULFUR CONTENT EQUAL TO FEDERAL EMISSION  STANDARD


                                                        Coal sulfur equal  to
                          Higher heating value           1.2 Ib S02/MM Btu
Coal                             Btu/lb                          pet

North Dakota
  lignite                        6,800                           0.41

Montana
  subbituminous                  8,600                           0.52

Arizona
  bituminous                    11,000                           0.66

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     The required sulfur oxide removal  efficiencies are determined by  coal
sulfur content, and emission limits established by State and Federal  legisla-
tion.  Retention of sulfur oxides on ash during combustion may lower  the
actual sulfur dioxide emission by 10 to 40 pet for lignites (.3),  but  because
of its variability, this effect does not guarantee compliance  with the
Federal emission standard.  The removal efficiencies as a function of  sulfur
dioxide emission standards are illustrated in Figure 1.  While the 0.7 pet
average sulfur content in Western coals does not meet the Federal  standard,
it does make flue gas desulfurization potentially easier to achieve.

     The ash content of Western coals can vary greatly, with the  4 to  20  pet
shown in Table 2 representative of the overall range.  The ash content and
analysis can vary significantly between mines, and even between  locations
within mines.  The quantity of fly ash in the stack gas depends  on boiler
design as well a? coal ash content.  The fly ash in the flue gas  from a
pulverized coal-.i^ed boiler represents approximately 80 pet of the coal  ash.
Resulting particulate loadings are typically 2 to 10 gr/scfd.   For a  cyclone
coal-fired boiler, fly ash leaving the boiler represents about 40 pet  of  the
coal ash.  The corresponding particulate loadings are typically 1  to  5
gr/scfd.

     An important characteristic of most Western coal ashes is their  high
content of calcium oxide, magnesium oxide, and sodium oxide, as  shown  in
Table 2.  The alkali content tends to be highest in lignite, and  progressively
less in subbituminous and bituminous coals.  As with coal ash  content, the
alkali content in Western coal ash varies widely, from under 10 pet to over
50 pet of the ash, with significant variations occurring within  individual
mines.

     The first studies on utilizing the alkali in Western fly  ashes were
begun at the GFERC in 1970.  The fly ash alkali, particularly  the calcium
oxide, provides an alternate reagent to conventional lime/limestone flue  gas
desulfurization.  Laboratory tests at GFERC have shown that the calcium
available is a function of pH and reaction time (see Figure 2).   The  calcium
leached from the fly ash reacts to remove sulfur oxides in a scrubber system.
A guide in assessing the importance of the alkali in Western coal  is  the  mole
ratio of fly ash alkali to coal sulfur.  For a coal containing 7.5 pet ash,
and 20 pet calcium oxide (CaO) in the ash, the calcium is chemically equi-
valent to slightly more than 120 pet of a 0.7 pet sulfur content.   For some
lignites, the total alkali-to-sulfur mole ratio may be several hundred per-
cent.  Thus, in a powerplant burning Western coal, there is often ample fly
ash alkali to interact with sulfur oxides in a wet scrubber.

     The present study reports on a continuing test program on fly ash alkali
utilization using an in-house 130-scfm pilot scrubber, and a 5000-acfm pilot
scrubber.  Methods for the control of scaling are also discussed.

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    100
 *-  80
          Subbitummous coal
            8,600 btu/lb
               500 mw
.4% sulfur in coal
              .2      .4      .6     .8     1,0      1.2      1.4
                  S02  EMISSION  STANDARD,  Ib/mm  btu
Figure 1.  Sulfur dioxide removal efficiencies required for stack gas cleaning of Western coal.

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                            TABLE 2.   SELECTED ANALYSES OF ASH  IN WESTERN COALS  (4)

Coal 	
State 	
Mine 	
Sample avg 	


Lignite Subbituminous
North Dakota Montana Wyoming New Mexico New Mexico
Big Horn Navajo McKin'^y
212 125 12 2 1
Ash, percent of coal

Bituminous
Arizona Colorado
Black Mesa Hawks Nest
1 3

Si 02-.
A1203.
Ti02.
P205-
CaO..
MgO..
K20.
S03.
                      6.2
,7
.1
,1
19.
11
 9.
 0.4
 0.3
24.6
 6.9
 6.5
 0.4
19.5
           9.3
                       4.8        20,2
                                    8.0
                                      Oxide  constituents, percent of ash
35.5
18.7
 7.8
 0.7
 0.3
15.6
 4.4
 1.7
 0.4
13.4
27.4
12.7
13.9
 0.6
 0.5
16.6
 5.5
 2.2
 0.5
17.0
55.6
26.2
 6.1
 0.6
 0.5
 3.9
 0.8
 1.5
 0.6
 3.2
54.7
21.6
 7.0
 1.0
 0.0
 6.5
 1.2
 1.6
 0.8
 5.8
                                     7.5
42.0
18.1
 5.7
 0.8
 0.6
17.8
 2.4
 1.4
 0.3
 8.2
                                     5.4
44.8
28.
11.
                                                                    0.8
                                                                    0.7
                                                                    5.6
                                                                    1.9
                                                                    0.6
                                                                    0.5
                                                                    4.0

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     90
0)
o
w.
0)
Q.
UJ

CD
i
o
o
O
Center,  N,D,

Flyash
a
O
A
O
SOmin.
60min.

40min.
20mln.
                                  PH
      Figure 2. Effect of pH and reaction time on fly ash CaO availability.

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                                  SECTION 3

                                   SUMMARY

GFERC TEST PROGRAM

     The Energy Research and Development Administration at their Grand Forks
Energy Research Center (GFERC) has investigated the fly ash alkali  sulfur
dioxide scrubbir) system since 1970.   Testing has been performed on a 130-
scfm pilot scrubber.  The principal  objectives have been to determine sulfur
dioxide removal efficiencies and calcium sulfate scaling rates as a function
of sulfur dioxide level, fly ash add rate, alkali in the fly ash, supple-
mentary lime requirements, level of recirculated suspended solids,  liquid-to-
gas ratio, amount of makeup water and total dissolved solids.   Past results
have been published in three previous papers (5^,_7_).

     The present GFERC scrubber (Figure 3) is a 130-scfm flooded disk venturi
followed by an absorption tower containing conical  "rain and drain" trays.
Pressure drop across the scrubber can be controlled by adjusting the height
of the flooded disk.  The conical trays were installed as a modification to
increase the liquid-to-gas contact time.  It was believed that this modifica-
tion would eliminate the gas-to-liquid transfer step as a controlling vari-
able at high removal levels so that the observed sulfur dioxide removal  would
be primarily a function of the fly ash and solution characteristics and  not
of scrubber design.  Installation of the conical "rain and drain" trays
increased the removal efficiency by 5 pet, from 83.3 to 88.1 pet, under
identical operating conditions.

     The GFERC scrubber system is "closed loop."  The recirculated  scrubber
liquor lost from the system as liquor in sludge, or as mist, is equivalent to
about 0.8 acre-ft/MW/yr.  Efficient mist elimination has been accomplished by
passing gas through both a cyclone and a stainless steel wire mesh.  Water
lost by evaporation from mix tanks was replaced.  Liquor from the scrubber
was returned to a series of two fly ash mix tanks equipped with overflow
weirs.  The overflow from the second mix tank flowed to a settling  tank  where
calcium sulfate precipitate and unreacted fly ash were allowed to settle.  A
floating overflow weir in the settling tank provided the scrubbing  liquid to
the flooded disk.

     Early experiments at GFERC indicated that a large increase in  total
dissolved solids, primarily sodium and magnesium sulfates, experienced
during the approach to steady state operating conditions significantly
increased the scrubbing efficiency.   Since the fly ash derived from some
Western coals, particularly some lignites,  are known to contain significant
amounts of soluble sodium and magnesium, it is probable that high concentra-

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SO2  injection
 Gas furnace
 Water cooled       7\  scrubber
heat exchanger      V V
 *           \    x^^v^x
C
            J
                            Rain and
                           drain tower
                   Scale test piece
          Floating weir
              X_L
                 Settling  tank
                                                        Mist
                                                      eliminator
                                                            To stack
                                                 Drip leg
[^


L
>

•^










0
X C
:
-*



3
O /






1


c
\d
r


° J
V
                                                              D  	Fly     ID fan
                                                                     ash
                                                   Mix tanks
        Figure 3.  130-scfm pilot plant scrubber, Grand Forks Energy Research Center.

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tions of these species will  result after long-term operation  of  a  full-scale
scrubber employing the fly ash alkali  scrubbing process.   The current  experi-
ments at GFERC were designed to investigate the properties of scrubber
solutions that are high in sodium (0.5 to 10 pet)  and magnesium  (0.5 to  10
pet).  The objectives of the tests were to determine sulfur dioxide  removal
and scaling rate using a solution concentrated in  sodium  and  magnesium and
low in suspended solids (high levels of suspended  solids, 6 to 12  pet, are
common practice for scale control in some Western  scrubbers). The fly ash
used in these tests contained high sodium and magnesium and was  produced by
pc-firing of Beulah, North Dakota lignite.  Scrubber operating conditions
kept constant for all test runs were:   inlet sulfur dioxide level  of about
840 ppm (typical of a Western lignite containing about 0.8 pet sulfur),  inlet
flue gas temperature of 350° F, liquid temperature of about 120° F,  absorber
tower pressure drop of about 13 inches of water.

     Scaling rat.s reported represent the rate of  weight  increase  in grams
per hour observed in a 3 ft 4-inch length of 1/2-inch I.D. pipe  in the
return line from the scrubber to the mix tanks. The test position chosen was
a point of maximum scaling,  and trends in the observed values were found to
be well correlated with operating variables.

     Tests were performed at liquid-to-gas ratios  of 23,  45,  and 75  gal/1000
scf.  The CaO/S02 stoichiometric ratio, based on inlet S02, was  maintained at
1.2, sodium concentration at about 3.0 pet, and magnesium concentration  at 1
to 2 pet.  The pH of the liquor pumped to the absorber tower  varied  from 5.0
to 5.5; pH of the liquor exiting the absorber tower varied from  4.5  to 5.0.
Previous experiments indicated only a marginal effect when L/G was increased.
However, under the conditions of high sodium and magnesium, removal  efficien-
cies were affected very significantly.  The removal efficiencies and fly ash
alkali utilizations are tabulated in Table 3.

        TABLE 3.  SULFUR DIOXIDE REMOVAL EFFICIENCIES AND FLY ASH  ALKALI
                  UTILIZATION AS A FUNCTION OF L/G.  CaO/S02  = 1.2*


                                                Alkali utilization
        L/G       Removal efficiency (pet)      based on  CaO  (pet)
23
45
75
81.0
88.2
98.1
66
72
80

      *  Stoichiometric mole ratio based on inlet sulfur dioxide
         level of 840 ppm.


     The stoichiometric ratios of calcium oxide to sulfur dioxide investi-
gated were 0.6, 1.2 and 2.0.  These ratios correspond to particulate loadings
of 2.0 gr/scf, 4.0 gr/scf and 6.7 gr/scf.  Operating conditions were as
described above, with an L/G of 45.  The sulfur dioxide removal efficiency,
fly ash alkali utilization, and scaling rate are tabulated in Table 4.

                                     10

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          TABLE 4.   SULFUR DIOXIDE REMOVAL EFFICIENCIES,  FLY  ASH  ALKALI
                    UTILIZATION AND SCALING RATE  AS  A FUNCTION  OF
                    CaO/SO? STOICHIOMETRIC RATIO, L/G =  45
Particulate
loading
(gr/scf)
2.0
4.0
6.7
CaO/S02*
0.6
1.2
2.0
Removal
effici-
ency (pet)
63.3
88.2
98.0
Alkali utili-
zation based
on CaO (pet)
100.0
72.0
49.1
Scaling
rate
(gm/hr)
1.68
2.7
3.0
Suspended
solids
(pet)
0.13
0.18
0.24

    Stoichiometric mole ratio based on inlet sulfur dioxide
    concentration of 840 ppm.
     In the above tests,  some difficulty was experienced in removing the
suspended solids to produce a "clear"  liquid, even with the addition of
sodium aluminate to the scrubber solution as a coagulant.   The scaling  rate
of 1.68 gm/hr was observed at a suspended solids concentration of 0.13  pet,
2.7 gm/hr at 0.18 pet, and 3.0 gm/hr at 0.24 pet.   Previous experience  has
shown that 10 gm/hr is a  high scaling  rate,  and 0.2 gm/hr  is a low scaling
rate.

     After the foregoing  tests, the absorber tower was  again modified,  this
time for the purpose of providing greater control  of the pressure drop  under
conditions of severe scaling.  The change involved attaching one set of
cones, those directing flow from the center  outward, to the standpipe of  the
flooded disk (see Figure  3).   Thereafter, movement of the  standpipe varied
the spacing between the convex and concave conical trays as well as the
spacing of the flooded disk venturi.  Thus,  as scale buildup occurred on
opposed surfaces, all such surfaces could be moved further apart to maintain
a constant pressure drop.   A further effect  of the change  was to distribute
the pressure drop more evenly throughout the scrubber tower.  This last
effect was believed to be responsible  for a  further increase observed in
scrubber efficiency, from 88.2 to 92.9 pet,  which probably occurred because
of a more efficient use of energy in redispersing droplets of scrubber
liquor throughout the tower.   All of the removal data given below are offset
from former data due to this increased efficiency.

     Scaling rates and removal efficiencies  were next investigated as a
function of sodium concentration.  The sodium levels investigated were  0.17
pet, 0.66 pet, 4 pet, and 9.3 pet.  The 0.17 pet represents sodium leached
from the fly ash during a 3-day test period; no make-up sodium was added.
The magnesium concentration was kept constant at 1 to 2 pet, L/G was 45,
calcium oxide to sulfur dioxide Stoichiometric ratio was 1.2, and other
                                     11

-------
operating conditions were as described previously.   The results are tabulated
in Table 5.  A typical solution analysis at each sodium level  is listed in
Table 6.

      TABLE 5.  SULFUR DIOXIDE REMOVAL AND SCALING  RATE AS A FUNCTION
                OF SODIUM CONCENTRATION, CaO/SOe =  1.2,* L/G = 45


                                  S02 Removal        Scaling      Suspended
    Sodium concentration (pet)  efficiency (pet)  rate (gm/hr)  solids (pet)
0.17
0.66
4.0
i,.3
95.2
92.9
93.0
96.0
5.8
3.51
2.7
0.0
0.066
0.074
0.17
0.83

     *  Stoichiometric mole ratio based on inlet sulfur dioxide
        level of 840 ppm.
        TABLE 6.  TYPICAL SOLUTION ANALYSIS AT SODIUM LEVELS OF
                  0.17 PCT, 0.66 PCT, 4.0 PCT, AND 9.3 PCT
      Species
Percent Sodium:     0.17
0.66
4.0
9.3
Ca (ppm)
Mg (pet)
S04 (pet)
702
1.30
7.06
631
1.33
7.56
643
1.3
15.0
762
1.7
26.0

     The solids settling properties were observed to degrade as the ionic
strength of the scrubber solution increased.  This phenomenon has been observed
previously in EPA laboratory testing on dilute double alkali systems, and by
Arthur D. Little, Inc. (8j in laboratory and  pilot plant work on dilute and
concentrated double alkali systems.  Factors  reported to influence the
solids settling properties are reactor configuration, concentration of
soluble magnesium and iron,  and the concentration of soluble sulfate.   In
this investigation, the concentration of magnesium and iron were relatively
constant.  However, the level of soluble sulfate varied along with sodium
level, due to the addition of sodium as sodium sulfate.   The solids settling
characteristics degraded correspondingly.

     It can be seen from Table 5 that the rate of scaling decreased as the
sodium concentration increased.   The absence  of scale formations at the 9.3
pet sodium level is thought to be a function  of sodium and not due to the
higher (0.83 pet) level of suspended solids,  since past work at similar
levels of suspended solids (low sodium) resulted in scaling rates of 1  to 2
gm/hr.  The stack flue gas was also tested to determine if sulfate was  being
lost in the mist.  If sulfate was lost in the mist at a rate equal to or
                                     12

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greater than that being absorbed into the scrubber solution  (assuming  con-
stant liquid volume in the system),  scaling would not be expected  to occur.
Extensive testing indicated this did not occur,  and thus, the absence  of
scaling is concluded to be a result  of high sodium concentration.

     It can also be seen from Table  5, that an increase in the level of total
dissolved solids did not have a significant effect on sulfur dioxide removal,
which contradicts previous results.   The current result showing no effect on
removal was observed after the modification of the scrubber  by installation
of "rain and drain" trays, which greatly increased gas-liquid contact  in the
scrubber.  The conclusion to be drawn is that a  high ionic strength in terms
of sodium and magnesium sulfates increases removal for a scrubber  configura-
tion providing minimum contact-residence time (the flooded disk venturi
alone), but that it does not increase removal for a scrubber providing a
maximum of contact-residence time (the venturi plus trays).   The results
further indicate that the scrubber solution having low ionic strength
had a sufficient equilibrium capacity to absorb  essentially  all of the entering
sulfur dioxide (at 840 ppm and L/G = 45), but that this capacity was not
fully utilized without the increased residence-contact time.  On the other
hand, the scrubber liquor having high ionic strength was indicated to  be
capable of more rapid absorption of sulfur dioxide so that essentially all
entering sulfur dioxide could be removed with a  short residence-contact time.
Thus, the final conclusion is that sulfur dioxide removal in ash alkali
scrubbing can be materially improved by either an increase in ionic strength
or an increase in residence-contact time, but that a substantial increase in
either can mask the effect of the other.

     Oxidation of absorbed sulfur dioxide to sulfate was generally high for
all test conditions (98 to 99 pet sulfate).  The percentage  of sulfite was,
however, higher in the test run at 9.34 pet sodium (2 pet sulfite) than in
any other test.

SBEC TEST PROGRAM

     The Square Butte Electric Cooperative (SBEC) is currently constructing  a
450 MW cyclone-fired generating unit requiring particulate and sulfur  dioxide
abatement controls.  The 450 MW unit is referred to as Center unit No. 2 and
is being constructed adjacent to the 238 MW Center unit No.  1 at the Milton
R. Young Station.  Particulate control will be provided by electrostatic
precipitators (ESPs) and sulfur dioxide control  by wet scrubbers.

     A testing program using a 5000-acfm (saturated) pilot plant was con-
ducted under a cooperative agreement between SBEC, Minnesota Power and Light
Company (MP&L), Combustion Equipment Associates  (CEA), and GFERC.   Partici-
pation by GFERC in the cooperative test program during Fiscal Year 1976 was
funded by EPA.  The pilot scrubber was designed  and constructed by Combustion
Equipment Associates.  The objectives of the cooperative program are:

     1.   To determine whether sufficient alkali can be solubilized
          from cyclone-fired fly ash to'reduce sulfur dioxide in flue
          gas below the level of State and Federal emission  standards.


                                      13

-------
     2.   To determine the amount of additional  alkali  from lime which
          may be required to supplement fly ash  alkali  to meet State
          and Federal  emission standards.

     3.   To determine the severity of calcium sulfite  and calcium
          sulfate scale formation under normal  operating conditions
          of the flue gas desulfurization  pilot  scrubber, and to
          investigate chemical methods of  minimizing the scale formation.

     4.   To establish that the pilot scrubber can be operated on a
          closed-loop basis, and to determine the chemistry of the
          closed-loop system.

     5.   To determine what effect fly ash-derived soluble salts in
          the scrubber solution will have  on the sulfur dioxide
          removal efficiency.

     6.   To determine and evaluate waste  disposal of sulfate/sulfite
          sludge and fly ash-derived soluble salts in sludge.

     7.   To conduct corrosion tests to determine the effects of
          scrubber liquor on materials of  construction  to be used
          for full-scale flue gas desulfurization processes.

     8.   To determine the mass balance of all  input and output
          materials, including selected trace elements  and leachate
          from sludge.

     9.   To evaluate the capital and operating  costs of fly ash alkali
          flue gas desulfurization for 100 MW,  500 MW,  and 1000 MW
          steam generator plants based on  the technical and operating
          data obtained from the pilot scrubber.

    10.   To confirm design criteria and operating parameters for a
          full-scale 450 MW scrubber employing the fly  ash alkali
          process.

At the conclusion of the EPA-sponsored research  at GFERC, not all objectives
had been met, and the research was continued under funding from the Energy
Research and Development Administration (ERDA).

     Additional phases of testing may be concerned with dilute sulfuric  acid
scrubbing with fly ash neutralization, and with  sodium-magnesium and calcium
double-alkali-type scrubbing with fly ash  neutralization.

     The 5000-acfm (saturated) pilot plant scrubber (about 1.4 MW equivalent)
employs spray nozzles to minimize the gas  side pressure drop across the
absorption tower.  The pilot plant (see Figure 4) has,  essentially, two
liquid loops:  the primary sulfur dioxide  scrubber loop, and the mist eli-
minator and wash tray loop.
                                     14

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  LIME
                                                           TO  STUB  STACK
                                   HOT  GAS
                                   BY-PASS
                                                                    MAKE UP
                                                                     WATER
GRAIN
SCREW FEEDER
WITH DUMP
BIN
  FLY ASH
  STORAGE
                          FLY  ASH FEED
                         |—-l   TANK
                         j   .'    (NOT USED)
SO2 FROM
INJECTION
SYSTEM
 FLY ASH
PREP TANK
         1  BOOSTER
         J    FAN
     DAMPER
                                         RETENTION
                                            TANK
                                        THICKENER
                                        OVERFLOW
                                          TANK
 Figure 4.  5000-acfm pilot plant scrubber, Square Butte Electric  Cooperative.

-------
     The wash tray loop, designed to operate on clear liquor at an approxi-
mate pH of 2 to 4, consists of a wash tray above the absorber tower,  a  tray
recycle tank, clarifier and clarifier overflow tanks, and a demister.   The
wash tray, which is constructed of 316L stainless steel,  was designed to
remove entrained slurry which could otherwise foul  the demister.   Liquid from
the wash tray drained to an 8 x 8-foot flakeglass-lined recycle tank  which
was then pumped back to the wash tray or to an 8 x 8-foot flakeglass-lined
clarifier.  Overflow from the clarifier was used to wash  the bottom of  the
wash tray.  Liquid from the clarifier not used for washing was drained  by
gravity to a 6 x 6-foot flakeglass-lined overflow tank.  Makeup water from
nearby Lake Nelson was added to the pilot scrubber at the clarifier overflow
tank at an average rate of 1.4 gpm (about 1.6 acre-ft/MW/yr) and the  combined
liquid used to wash the polypropylene demister.   Underflow from the clarifier
was pumped to a drum-type vacuum filter.

     The scrubber loop operates on a slurry of alkaline ash in recycled
liquor at a pH of 2 to 7.  It consists of a 45 foot high  by 3 1/2- foot
diameter flakeglass-lined absorber tower which contains six 316L stainless
steel nozzles spraying scrubber liquid countercurrent to  the gas flow.   The
scrubber liquid drained from the absorber tower to a 12 x 8-foot flakeglass-
lined retention tank equipped with a 316L stainless steel agitator.  The
retention tank liquid was pumped back to the spray nozzles, to the fly  ash
prep tank to slurry fly ash, and to an 8 x 8-foot flakeglass-lined thickener
used to control the level of suspended solids.  Reducing  the liquid flow from
the retention tank to the thickener increased the level of suspended  solids;
increasing the flow rate lowered the level of suspended solids.  Overflow
from the thickener drained by gravity to a 5 x 5-foot flakeglass-lined  over-
flow tank.  Thickener underflow was pumped to the vacuum filter.   The vacuum
filter was operated only when the concentration of suspended solids in  the
thickener underflow had increased to approximately 55 to  60 pet; filtration
was stopped when the solids were reduced to about 20 pet.  Liquid from  the
thickener overflow tank was pumped to a 4 x 5-foot fly ash preparation  tank
with the excess liquid returning to the retention tank.  Occasionally,
retention tank liquor was used to slurry the fly ash.  Fly ash was stored in
a 3 x 5-foot hopper and fed to the preparation tank using a screw feeder at
rates up to 8 Ib/min.  Hydrated lime from a 3 x 2-foot storage hopper was fed
directly into the retention tank.  The total amount of liquid in the  entire
pilot plant scrubber was about 12,000 gallons.  All pumps were rubber lined.
Liquid flows were measured by rotameter and magnetic flow meters; liquid and
gas temperatures were measured by dial thermometers; pressure drops were
measured by manometers and differential pressure cells.

     The pilot plant scrubber was designed to have the necessary equipment
and controls to operate over a wide range of variables.  The solution pH can
be varied from below pH 2 up to pH 9; the retention tank  residence time can
be varied from 4 minutes to 16 minutes; the liquid-to-gas ratio can be
varied from 10 to 160; and a sulfur dioxide injection system can adjust the
scrubber inlet sulfur dioxide to any desired concentration.  A duct equipped
with an orifice and damper was installed between the inlet and outlet of the
absorption tower and used to bypass part of the hot inlet flue gas to mix
with the cooler outlet flue gas leaving the absorption tower.  The mixing
                                     16

-------
of flue gases in this manner was tested as  a  method  for  reheating  to  a  tem-
perature above the saturation point to eliminate  the possibility of stack  gas
rain.

     A mobile trailer supplied by the Grand Forks Energy Research  Center
provided the capability of continuously monitoring both  the, inlet  and outlet
flue gas for sulfur dioxide, nitrogen oxides, carbon dioxide and oxygen.   In
addition to the gas monitoring equipment,  the trailer contained a  chemistry
laboratory to perform most analyses of coal and scrubber liquor on site.

     The 5000-acfm (saturated) pilot plant  scrubber, designed and  constructed
by CEA-ADL, had the primary purpose of confirming design criteria  and oper-
ating parameters for the full-scale scrubber.  Information  for design of the
450 MW commercial unit was generated in a  two-month  test program conducted by
CEA-ADL in cooperation with SBEC, MP&L and  GFERC. An additional two-month
reliability test was also conducted.

     Sulfur dioxide in the flue gas must be reduced  to approximately  535 ppm
S02 (dry) to comply with the Federal emission standard of 1.2 Ib S02/MM Btu.
The sulfur dioxide removal efficiency was  investigated as a function  of L/G,
suspended solids, inlet sulfur dioxide concentration, and fly ash  add rates.
The ESP inlet fly ash particulate loading  at the  inlet to the ESP  on  Center
unit No. 1 ranges from 0.71 to 1.53 gr/scf  and averages  1.13 gr/scf.  The  two
ash add rates investigated were equivalent  to the combined  average amount
collected by the ESPs on Units 1 and 2, and the maximum  amount collected on
Units 1 and 2.  A typical analysis of the  Center  fly ash is shown  in  Table 7.

     TABLE 7.  TYPICAL ANALYSIS OF LIGNITE  FLY ASH PRODUCED BY CYCLONE-
               FIRED CENTER UNIT NO. 1 AT THE MILTON R.  YOUNG STATION


                                                            Percent of  ash,
                                                              as received

     Loss on ignition at 800° C	      2.2
     Silica, Si02	    29.8
     Aluminum oxide, A^Os	    12.7
     Ferric oxide, Fe20s	    10.6
     Titanium oxide, Ti02	      0.5
     Phosphorous pentoxide, P205	      0.3
     Calcium oxide, CaO	    25.7
     Magnesium oxide, MgO	      4.5
     Sodium oxide, Na20	      2.2
     Potassium oxide, K20	      2.0
     Sulfur trioxide, SOs	      6.4

          TOTAL                                                 96.9
                                     17

-------
     Figure 5 illustrates the sulfur dioxide removal  efficiency  at  the  above
fly ash add rates at L/G ratios of 60 and 80.   The solid line corresponds  to
the average fly ash production collected by both units,  hereafter referred to
as the average ash add rate.   The dashed line  corresponds to the maximum fly
ash production by both units, hereafter referred to as the maximum  ash  add
rate.  A sulfur dioxide level of about 1100 ppm (dry) would be equivalent  to
about a 0.75 pet sulfur coal  (HHV6604 Btu/lb,  as received).   A level  of 1850
ppm (dry) is equivalent to about 1.3 pet sulfur in coal.  The outlet  sulfur
dioxide represents the removal for the total scrubber system, which includes
the flue gas by-passed and used for reheat.  The total flue gas  into  the
system was 7400 acfm, of which 1100 acfm was by-passed.   The inlet  gas  tem-
perature was about 325° F.  The temperature of the saturated gas (5000  acfm)
out of the absorber tower was about 135° F.  After mixing the by-pass gas,
the temperature of the gas to the stack was about 155° F.  The flue gas
reheat was tested as an alternative to coil reheaters.  No stack gas  mist  was
observed to occur.  The averaged results from the design and operating  cri-
teria test program are summarized in Table 8.   Results of each test series
are illustrated in Figure 5 and are tabulated in Appendix A.

     At a L/G of 60 and an averaged inlet level of about 1053 ppm  S02 (dry)
using fly ash at the average add rate, the sulfur dioxide removal  efficiency
for the total scrubber system was about 61.3 pet (absorber tower removal
efficiency was about 72.1 pet).  The fly ash alkali utilization, based  on
inlet sulfur dioxide and 25 pet CaO in the fly ash, was  about 108  pet.  At
the maximum ash add rate and an averaged inlet level  of  987 ppm SO? (dry),
the sulfur dioxide removal was about 69.3 pet (absorber  tower removal effi-
ciency was about 81.5 pet).  The fly ash CaO utilization was 72  pet.  Supple-
mental hydrated lime was not added and the pH of the recycle slurry was about
3.9 at the average ash add rate and 5.3 at the maximum ash add rate.

     At a L/G of 60 and an averaged inlet level of about 1874 ppm  S02
(dry), using the average fly ash add rate with lime supplement,  the total
scrubber system removal efficiency was about 69.2 pet (absorber tower removal
efficiency was about 81.4 pet).  Supplemental  hydrated lime was  added to
maintain the pH at 6.6 to 6.8, and represented about 63.1 pet of the  total
CaO; the total alkali (fly ash alkali and hydrated lime  supplement) was
equivalent to about 100 pet of the inlet sulfur dioxide.  At the maximum ash
add rate with hydrated lime supplement, the sulfur dioxide removal  remained
at about 71 pet (absorber tower removal efficiency was about 83.5  pet).
Supplemental hydrated lime was added to maintain the pH  at 6.6 to  6.8 and
represents 48.1 pet of the total CaO; total CaO (fly ash alkali  and hydrated
lime supplement) was equivalent to about 120 pet of the  inlet sulfur dioxide.
In a separate test using only hydrated lime chemically equivalent  to  that  of
the total alkali, the removal efficiency increased to about 79 pet.

     At a L/G of 80 and an averaged inlet level of about 1077 ppm  S02 (dry)
using fly ash at the average add rate, the sulfur dioxide removal  efficiency
for the total scrubber system was about 71 pet (absorber tower removal  effi-
ciency was 83.5 pet).  The fly ash CaO utilization was about 110 pet.  The pH
of the recycle slurry was about 3.8.  No supplemental hydrated lime was used.
At the maximum ash add rate and at an averaged inlet of  1100 ppm SO?  (dry),
                                     18

-------
     800
 O.
 o.
 CM
I-
UJ
-J
h-

O
     600
     400
     200
              1.2  Ib S02/mmbtu
                                                  L/6  =  80
         800     1,000    1,200     1,400    1,600    1,800   2,OOO


                            INLET S02,  ppm (dry)
     800
     600
O
cn
UJ
o
     400
     2OO
               1.2 Ib S02/mmbtu
                                                  L/G  = 6O
                            I
                                    I
1
         800     1,000    1,200    1,400    I,60O    I,80O   2,OOO


                            INLET S02 ,  ppm (dry)


Figure 5.  Sulfur dioxide removals  in SBEC pilot plant tests using fly

         ash alkali. Solid line represents  average fly ash (1.13 gr/scf)

         collected by ESPs; dashed line represents maximum  fly ash

         (1. 53 gr/scf) collected by ESPs.
                               19

-------
                            TABLE 8.  SUMMARY OF AVERAGED RESULTS FROM THE DESIGN
                                      AND OPERATING CRITERIA TEST PROGRAM*
ro
o
L/Gt
60
60
60
60
80
80
80
80
Add rate
Fly ash
16.2
25.3
15.8
26.3
16.5
26.0
16.2
24.9
(ton/hr)#
Lime
-0-
-0-
7.5
6.8
-0-
3.2
8.3
8.0
Total
CaO
S02§
0.67
1.13
1.0
1.2
0.67
1.49
1.07
1.26
Lime-
CaO
pet
-0-
-0-
63.1
48.1
-0-
30.6
64.5
53.6
S02-In
ppm-dry
1053
987
1874
1861
1077
1100
1900
1870
S02-0ut
ppm-dry
407
303
577
539
311
200
440
368
Pet removal
System
61.3
69.3
69.2
71.0
71.0
81.8
76.9
80.4
Tower
72.1
81.5
81.4
83.5
83.5
96.2
90.5
94.5
Fly ash,
pet CaO
utilization
108
72
49
42
110
49
57.3
42.6
Recycle
slurry
pH
3.9
5.3
6.6
6.8
3.8
6.3
6.7
6.8

     *  See Appendix A for individual test results.
     t  L/G based on gallons of recycle slurry per 100 acf of saturated flue gas; 15 pet
        inlet flue gas bypassed for reheat.
     #  Average ash add rate equivalent to 16 to 17  ton/hr available for use in full-scale system.
        Maximum ash add rate equivalent to 24 to 25  ton/hr available for use in full-scale system.
     §  Stoichiometric mole ratio based on inlet sulfur dioxide; CaO content was averaged
        over test period.

-------
using hydrated supplemental  lime,  the total  scrubber system sulfur dioxide
removal was about 81.8 pet (absorber tower removal  efficiency was  about  96.2
pet).  The supplemental  hydrated lime was added to  maintain the pH at 6.0 to
6.5, and represented 30.6 pet of the total CaO; the total  CaO (fly ash alkali
and supplemental  hydrated lime)  was equivalent to about 149 pet of the inlet
sulfur dioxide.

     At a L/G of 80 and an averaged inlet level of  about 1900 ppm  S02
(dry), the removal efficiency for  the total  scrubber system was about 76.9
pet at the average ash add rate  (absorber tower removal  efficiency was about
96.2 pet).  Supplemental hydrated  lime was added to maintain the pH at 6.5  to
6.8, and represents about 64.5 pet of the total CaO; the total  CaO (fly  ash
alkali and supplemental  hydrated lime) was equivalent to 107 pet of the  inlet
sulfur dioxide.  At the maximum  add rate and an averaged inlet level  of  1870
ppm S02 (dry), the removal efficiency for the total scrubber system was  about
80.4 pet (absorber tower removal efficiency was about 94.5 pet).  Supple-
mental hydrated lime was added to  maintain the pH at 6.5 to 6.7, and repre-
sented 53.6 pet of the total  CaO;  the total  CaO was equivalent to  about  126
pet of the inlet sulfur dioxide.  A test using only hydrated lime  chemically
equivalent to about 134 pet of the inlet sulfur dioxide resulted in a scrub-
ber system removal of about 85 pet (absorber tower  removal efficiency about
99 pet).

     The pilot test results demonstrate that the scrubber design to be used
on the full-scale unit is capable  of meeting and exceeding removals required
to comply with the 1.2 S02 Ib/MM Btu Federal emission standard, and further,
that required removals under normal conditions of coal  sulfur content can be
achieved using fly ash alone without lime.  The higher sulfur dioxide re-
movals demonstrated in pilot plant tests were obtained by adding hydrated
lime at rates higher than intended for the 450 MW scrubber unit, and these
high rates may not be reproduced in practice on the commercial  scale scrub-
bers.

     At the conclusion of the eight-week test program,  the scrubber system
was inspected for scale, and it  was reported to have a light scale, with most
deposits at wet-dry interfaces.   However, to further investigate scaling and
reliability problems associated  with fly ash alkali scrubbing, an  additional
eight weeks of operation using the projected full-scale scrubber operating
parameters was initiated.

SBEC Reliability Test Program

     The reliability test program was divided into  two 4-week studies.  The
first 4-week study investigated  the worst case coal sulfur content of 1.3 pet
(about 1850 ppm-dry S02', the second 4-week study investigated the  average
coal sulfur content of 0.75 pet (about 1000 ppm-dry S02).   The pilot plant
operating parameters were:  L/G  of 80, pH of 6.5 to 6.8 at 1.3 pet coal
sulfur content, pH of about 4 at 0.75 coal sulfur content, 15 pet  of the
inlet flue gas was by-passed and used for reheat.  The averaged results  are
shown in Table 9 and Figure 6.
                                     21

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                         TABLE 9.  SUMMARY RESULTS OF SBEC RELIABILITY TEST PROGRAM
ro
Test
No.
1
2
3
4
5
6
7
8
9
10
11
12
Add rate,
By-pass, (ton/hr)t
L/G*
80
80
80
80
80
80
80
80
80
80
80
80
pet
15
15
15
15
15
15
15
15
25
25
15
15
Fly ash
16.4
16.3
25.0
24.9
25.0
24.6
17.3
16.9
17.1
16.5
16.9
31.5
Lime
9.8
9.1
8.3
8.3
1.85
-0-
-0-
-0-
-0-
-0-
-0-
-0-
Total
CaO#
S02
1.0
0.91
1.06
1.0
1.2
1.12
0.74
0.71
0.68
0.63
0.66
1.26
Lime-
CaO
66.0
64.0
50.6
51.0
22.1
-0-
-0-
-0-
-0-
-0-
-0-
-0-
S02-In
ppm-dry
1837
1872
1834
1888
878
838
847
914
857
1084
999
915
S02-0ut
ppm-dry
411
366
368
303
174
193
251
275
353
426
397
230
Pet removal
System
77.6
80.4
79.9
84.0
80.2
77.0
70.4
69.9
58.2
60.7
60.3
74.9
Tower
91.3
94.6
94.0
98.8
94.4
90.6
82.8
82.2
68.5
70.9
70.9
88.1
Fly ash,
pet CaO
utilization
39.8
59.8
53.2
66.5
47.0
78.8
100.7
113.0
89.3
121.0
107.0
65.8
Recycle
slurry
PH
6.6
6.6
6.7
6.6
6.6
4.3
4.3
3.9
3.6
3.7
4.0
5.1

     *   L/G  based on gallons of recycled slurry per 1000 acf of saturated flue gas.
     t   Average ash add rate equivalent to 16 to 17 tons/hr available for use in 450 MW full-scale system.
         Maximum ash add rate equivalent to 24 to 25 tons/hr available for use in 450 MW full-scale system.
     #   Stoichiometric mole ratio based on inlet sulfur dioxide; fly ash CaO was averaged over test period.

-------
            600
            500
PO
CO
       Q.
       a
        •»
        csi
       O
I-
UJ
I-
o
     400
            300
             200
              IOO
                            1.2  Ib  S02/mmbtu
                               D
                             AVERAGE
                           ASH ADD RATE
-    (-
    '(-0-)
                                                                          A(50
                                                      MAXIMUM
                                                    ASH ADD RATE
                                                                   By-pof8
                                                             -25% By-pass
                                                              L/G=80
                                      I
                 800
                    I,OOO    1,200     I,40O    l,60O    I,8OO    2,OOO
                           INLET  S02>  ppm (dry)
    Figure 6.  SO2 removals in SBEC reliability pilot plant tests using fly ash alkali.  Solid line repre-
        sents fly ash (1/13 gr/scf) collected by ESPs. Dashed line represents maximum fly ash (1. 53
        gr/scf) collected by ESPs. Numbers in parentheses denote stoichiometric % of supplemental
        hydrated lime. Squares denote results obtained using 25% flue gas by-pass.

-------
     Figure 6 illustrates the sulfur dioxide removal  efficiencies  obtained
during the reliability test program.  The dashed line corresponds  to the
maximum fly ash production by the electrostatic precipitators on both units,
and is referred to as the maximum ash add rate.  The  solid line corresponds
to the average fly ash production by the electrostatic precipitators on both
units, and is referred to as the average ash add rate.  The outlet sulfur
dioxide represents the removal  for the total scrubber system, which includes
the flue gas by-passed and used for reheat.

     At the worst case condition of 1.3 pet coal sulfur (about 1850 ppm-dry
S02), both ash add rates were investigated.   In two 1-week tests at the
maximum ash add rate, the sulfur dioxide removal efficiency for the total
scrubber system was 79.9 pet and 84.0 pet (absorber tower was 94.0 and 98.8
pet, respectively).  Supplemental hydrated lime was used to maintain the pH
at 6.5 to 6.8, and represents about 50 pet of the total alkali (actual
percentages are illustrated by paranthesis in Figure  6).  The fly ash CaO
contributed about 50 pet of the total alkali and the  utilization varied from
about 51 pet to about 61 pet.  At the average fly ash add rate, the sulfur
dioxide removal efficiency for the total scrubber system was about 77.6 pet
(absorber tower was about 91.3 pet).  Supplemental hydrated lime was added to
maintain the pH at 6.5 to 6.8, and represents about 66 pet of the total
alkali.  The fly ash alkali contributed about 34 pet  of the total  alkali and
the utilization varied from 39.8 pet to 59.8 pet.

     At the average coal sulfur content of 0.75 pet (about 1000 ppm-dry S02),
both ash add rates were investigated.  At the maximum ash add rate, without
supplemental lime, the sulfur dioxide removal for the scrubber system was
77.0 pet (absorber tower was 90.6 pet); the corresponding ash CaO utilization
was 78.8 pet.  Using 22.1 pet supplemental hydrated lime, the sulfur dioxide
removal was 80.2 pet (absorber tower was 94.4 pet); the corresponding fly ash
CaO utilization was 58.5 pet.  In two 1-week tests at the average ash add
rate, without supplemental hydrated lime, the average sulfur dioxide removal
efficiency for the scrubber system was 70.4 pet and 69.9 pet (absorber tower
was 82.8 and 82.2 pet); the corresponding fly ash CaO utilization was 100 pet
and 113 pet, respectively.

     Two additional tests not related to the full-scale operating parameters
were conducted during the reliability test program.  The first test (Table 8,
test 10) was conducted using 25 pet flue gas bypass for reheat at the average
coal sulfur content of 0.75 pet, using the average fly ash add rate.  The
results are denoted by squares in Figure 6, and it can be seen that the
sulfur dioxide emissions are below the Federal standard.

     The second test (Table 8, test 11) was conducted using a L/G of 60 at
the average coal sulfur content of 0.75 pet (about 1000 ppm-dry), and the
average fly ash add rate.  The results indicate, as shown previously in
Figure 5, that the Federal standard can be met.  The implication of this
result is that the full-scale scrubber could operate at a lower L/G during
periods of average coal sulfur content.  This could be accomplished by stop-
ping flow to a bank(s) of spray nozzles, thus reducing pump requirements.  As
a consequence, power consumption would be reduced.
                                      24

-------
     Typical  analyses of the absorber tower  feed  liquor  and of  the wash  tray
feed liquor are shown in Table 10.   These  analyses  are the averaged  concen-
trations of test series 6 through 12, and  are  representative of a typical
analysis.

           TABLE 10.   TYPICAL ANALYSES OF  SCRUBBER  SOLUTIONS FROM
                      THE SBEC RELIABILITY TEST PROGRAM


                               Absorber Tower  Feed          Wash Tray  Feed
Calcium* 	
Magnesium 	
Sodium 	
Potassium 	
Chloride 	
Sulfite 	
Sulfate 	
Total solids, pet 	
Suspended solids, pet 	
pH 	

490
6555
2390
1267
110
<0.8
37420
14.2
9.7
4.82

460
1119
1093
339
30
<0.8
10136
2.1
1.3
3.6

 *  Concentration units are ppm unless otherwise noted.


     The state of oxidation was high,  usually greater than  98 pet  oxidation
of sulfite to sulfate; no apparent off-gassing of sulfur dioxide occurred
at any pH value.

     The pilot scrubber was inspected  for corrosion,  erosion, and  scale
deposits on a weekly basis.  Detailed  visual  inspections were performed  at
the absorber tower flue gas inlet and  interior walls, wash  tray, mist  elimi-
nator, stainless steel test pieces inserted into the  absorber tower.   The
principal operational difficulties are summarized in  the following sections.

     Absorber Tower—The absorber tower wall  is lined with  flakeglass-
reinforced polyester to protect the mild steel from corrosion due  to the
acidic scrubbing liquors.  After about four months of operation, the lining
was eroded in the area where slurry from the spray nozzle impacts  the  wall.
The lining opposite the flue gas inlet was also eroded,  which is believed  to
be a problem characteristic to pilot plant scrubbers  due to the relatively
small diameter of the absorber tower.   In some unwashed  areas of the absorber
tower, scale deposits accumulated.  The accumulations occur primarily  during
periods of high pH (about 6.5) operation.  When test  conditions resulted in a
low pH, the scale deposits appeared to dissolve and eventually disappeared.

     Hash Tray--Some solid deposits were observed on  both the top  and  the
bottom of the wash tray when the solution pH was maintained at about 6.5.  At
the conclusion of the test period requiring the high  pH, the wash  tray
required manual cleaning.
                                     25

-------
     During the test period in which the solution pH was  low (below 4.8), no
accumulation of solids was detected.  Control  of the deposits  appeared  pos-
sible by operating at a constant low pH range  (below 4.8)  that still  removed
sufficient sulfur dioxide to meet the Federal  emission  standard.

     Spray Nozz1es--The spray nozzles used in  the testing  program  were  con-
structed of 316L stainless steel.  The nozzles had an average  life of about
two months due to erosion by a scrubber solution containing  about  12  pet  sus-
pended solids.  In comparison, a set of carbon steel spray nozzles lasted
only ten days.

     Vacuum Filter—Above pH 4, the sludge had excellent  filtering character-
istics.  In general, the sludge had a solids content of over 50 pet.  How-
ever, as the scrubber solution pH dropped below 4, the  sludge  became  diffi-
cult to filter and the pores of the 260-mesh filter cloth  plugged.  The
solids content o.  the sludge remained high, generally greater  than 50 pet;
however, the physical appearance of the sludge indicated  that  the  average
particle size had decreased.  The decreased particle size  would be consistent
with a greater proportion of the fly ash dissolving and reacting at low pH
levels.  The filter cloth pore pluggage was resolved by the  installation  of a
high pressure air manifold following the wash  water header.

     Wet-Dry Zones—An accumulation of solids  occured at  the flue  gas inlet
to the absorber tower.  The build-up of solids was due  to  the  dehydration of
slurry which contained about 12 pet suspended  solids.   The problem was
resolved by the installation of high pressure  sprays inside  the flue  gas
duct.  At 8-hour intervals, the sprays were turned on for  three minutes to
dislodge the dehydration deposits.

     Two other operational problems were occasional plugging of pipes and
erosion of plastic valves and plastic pipes at contractions  and bends.  The
erosion was due to the high level of suspended solids circulating  in  the
system.

COYOTE STATION TEST PROGRAM

     The Otter Tail Power Company,  in association with  Minnkota Power Cooper-
ative, Minnesota Power and Light Company, Montana-Dakota  Utilities, and
Northwestern Public Service Company, are planning to construct a nominal  400
MW cyclone-fired boiler (called the Coyote Station) which  will  burn Beulah,
North Dakota, lignite.  The Coyote  Station is  required  to  meet the NSPS of
1.2 Ib SO^/MM Btu, and a short test program investigating  scrubbing with
four lignite fly ashes was conducted on the SBEC 5000-acfm pilot plant.
Detailed planning of the test program was performed by  Bechtel  Power  Corpor-
ation, consulting engineers to Otter Tail Power, and was  approved  by  the
pilot scrubber steering committee in accordance with the  ERDA  cooperative
agreement.

     The purpose of the test program was to compare the alkali  utilization of
four fly ashes and the corresponding sulfur dioxide removal  at a specified pH
and L/G in an attempt to predict the behavior  of the proposed  Coyote  fly  ash.
Two fly ashes tested were a high sodium and low sodium  fly ash from the

                                     26

-------
Beulah, North Dakota mine, and were collected from an  electrostatic  precipi-
tator at Otter Tail  Power's pc-fired Hoot Lake Station.   The  proposed  Coyote
Station will burn Beulah lignite.   The third fly ash was  collected from an
electrostatic precipitator at Otter Tail  Power's cyclone-fired Big Stone
Station, which burns lignite from the Gascoyne, North  Dakota, mine.  The Big
Stone fly ash differs chemically from the Hoot Lake ash,  but  it is fired in a
Coyote-type cyclone  boiler.  The fourth fly ash was collected from electro-
static precipitators at the cyclone-fired Basin Electric  Station at  Stanton,
North Dakota, which  burns a lignite from the Glenharold,  North Dakota, mine.
The Basin fly ash has a chemical composition similar to the  low sodium Beulah
ash.

     The Coyote Station program was conducted at three sets  of test  condi-
tions.  In the first set of conditions, sufficient fly ash was added to main-
tain the solution pH at 4.5 at a constant L/G.  This allowed comparisons to
be made of the alkali utilizations of the four fly ashes, and also of  sulfur
dioxide removal.  In the second set of conditions, the fly ash feed  was
reduced to match the expected particulate loading of the  proposed Coyote
Station, and supplemental hydrated lime was added to maintain the pH at 4.5.
At the third test condition, the fly ash add rate was  maintained at  the
expected particulate loading, and sufficient hydrated  lime was added to
maintain the pH at 5.0.

     The first fly ash tested contained low sodium and was collected from the
electrostatic precipitators of the pc-fired Hoot Lake  Station, which burns
Beulah lignite.  This coal will be burned in the proposed Coyote Station.
The chemical composition of the fly ash would be similar  to  the Coyote fly
ash; however, the method of firing would be different  (pc versus cyclone)  and
the results cannot be correlated directly to the proposed Coyote Station.  A
typical fly ash analyses is shown in Table 11.

                 TABLE 11.  TYPICAL ANALYSIS OF BEULAH, NORTH
                            DAKOTA LOW SODIUM FLY ASH


                                                          Percent of ash,
                                                            as received

     Loss on ignition at 800° C	       1.1
     Silica, SiOg	      25.0
     Aluminum oxide, A1203	      14.2
     Ferric oxide, Fe20s	      11.0
     Titanium oxide, Ti02	       0-5
     Phosphorous pentoxide, P205	       0.6
     Calcium oxide,  CaO	      27.8
     Magnesium oxide, MgO	       7.4
     Sodium oxide, Na20	       4.9

          TOTAL                                                99.9
                                     27

-------
     The results  of the  tests  using  the  low  sodium  Beulah  fly ash are shown
in Table 12.   Flue  gas by-pass was not used.

          TABLE 12.   SUMMARY OF RESULTS  USING  LOW SODIUM FLY ASH


L/G* 	
Inlet S02 , ppro 	
Outl et S02 , ppm 	
S02 removal , pet 	
Fly ash add rate (ton/hr) 	
Hydrated lime add rate (ton/hr) 	
Lime, pet c 7 total CaO 	
Ash utilization, pet 	
pH 	
CaO-total/S02t# 	



1-a
77
844
214
75
14.7
-0-
-0-
95.9
4.5
0.75


Test Number
1-b
80
825
99
88
13 9
1.6
24 5
77 0
4.6
1.1



1-c
79
787
110
86
14 1
1.9
31 5
61 6
5.0
1.2


 *  L/G based on gallons of recycled slurry per 1000  acf
    saturated flue gas.
 t  Stoichiometric ratio based on absorber tower inlet S02-
 #  Fly ash CaO content was averaged during test period.
     A typical  solution analysis of the absorber tower feed  and  the  wash  tray
feed are shown  in Table 13.

        TABLE 13.  TYPICAL SOLUTION ANALYSIS USING LOW SODIUM FLY  ASH
                               Absorber Tower Feed
Wash Tray Feed
Ca 1 c i urn 	
Magnesium 	
Sodium 	
Potassium 	
Chloride 	
Sulfite 	
Sulfate 	
Total solids, pet 	
Suspended solids, pet 	
431
3332
2350
171
58
<0.8
18731
11.5
8.9
460
1548
1437
111
48
<0.8
12275

--
    Concentration units are ppm unless otherwise noted.
                                     28

-------
     The second fly ash tested was a high sodium Beulah  fly  ash  obtained
from the electrostatic precipitators of the pc-fired Hoot  Lake Station.   The
high sodium Beulah coal will  also be burned in the proposed  Coyote  Station.
A typical fly ash analysis is shown in Table 14.

                 TABLE 14.  TYPICAL ANALYSIS OF BEULAH,  NORTH
                            DAKOTA, HIGH SODIUM FLY ASH


                                                         Percent of ash,
                                                          as received
     Loss on ignition at 800° C	        0.1
     Silica, SiO?	       24.4
     Al umi num oxide, Al 203	       12.1
     Ferric oxide, Fe203	       10.1
     Titanium oxide, Ti02	        0.9
     Phosphorous pentoxide, P205	        0.5
     Calcium oxide, CaO	       22.7
     Magnesium oxide, MgO	        5.7
     Sodium oxide, Na20	       10.7
     Potassium oxide, K20	        0.8
     Sulfur trioxide, S03	       11.5

          TOTAL                                               99.5
     The results of the tests using the high sodium Beulah fly ash are shown
in Table 15.  Flue gas by-pass was not used.

          TABLE 15.  SUMMARY OF RESULTS USING HIGH SODIUM FLY ASH



L/G* 	
Inlet S02 ppm (dry) 	
Outlet S02 ppm (dry) 	
S02 removal , pet 	
Fly ash add rates ton/hr 	
Hydrated lime add rate, ton/hr....
Lime, pet of total CaO 	
Ash utilization, pet 	
pH 	
CaO/S02t# 	



2-a
80
.. 770
65
.. 91.6
.. 22.6
. . -0-
.. -0-
. . 74.4
4.4
.. 1.23


Test Number
2-b
80
750
77
89.9
14.1
2.0
32.3
61.6
4.5
1.2



2-c
80
760
50
93.4
13.1
3.1
44.5
45.0
5.1
1.35

    L/G based on gallons of recycled slurry per 1000 acf
    saturated flue gas.
    Stoichiometric ratio based on absorber tower inlet S02-
    Fly ash CaO was averaged during test period.

                                     29

-------
     A typical  solution analysis  of the absorber tower feed and  the wash  tray
feed are shown in Table 16.

       TABLE 16.   TYPICAL SOLUTION ANALYSIS USING HIGH SODIUM FLY ASH
                                Absorber Tower Feed
     Wash Tray Feed
Calcium* 	
Magnesium 	
Sodium 	
Potassium 	
Chloride 	
Sulfite 	
Sulfate 	
Total solid , pet 	
Suspended solids, pet 	

457
7312
9068
457
149
<0.8
47333
15.6
10.2

430
1027
1886
107
55
<0 8
13493



    Concentration units are ppm unless otherwise noted.
     The third test used a fly ash collected from the electrostatic  precipita-
tors from the cyclone-fired Big Stone Station,  which burns  lignite from the
Gascoyne mine.  The chemical  composition of the fly ash is  slightly  different
from the low sodium Beulah ash, but is burned in a Coyote-type cyclone
boiler.   A typical  fly ash analysis is shown in Table 17.

                  TABLE 17.  TYPICAL ANALYSIS OF BIG STONE  FLY ASH
     Loss on ignition at 800° C..
     Silica, Si02	
     Aluminum oxide, A1203	
     Ferric oxide, Fe203	
     Titanium oxide, Ti02	
     Phosphorous pentoxide, P205-
     Calcium oxide, CaO	
     Magnesium oxide, MgO	
     Sodium oxide, Na20	
     Potassium oxide, K20	
     Sulfur trioxide, $0%	
          TOTAL
Percent of ash,
  as received

      0.8
     49.3
     12.9
      3.1
      1.2
      0.4
     17.9
      6.1
      3.7
      0.6
      3.0

     99.0
     The results of the tests using Big Stone fly ash are shown in Table 18.
Flue gas by-pass was not used.
                                      30

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            TABLE 18.  SUMMARY OF RESULTS USING BIG STONE FLY ASH
                                                  Test Number
                                         3-a
3-b
3-c
3-d
L/G* 	
Inlet S02 ppm, (dry) 	
Outlet S02 ppm, (dry) 	
S0£ removal , pet 	
Fly ash add rate, ton/hr 	
Hydrated lime add rate, ton/hr 	
Lime, pet of total CaO 	
Ash utilization, pet 	
pH 	
CaO/S02t# 	

80
780
103
86.9
24.0
-0-
-0-
87.5
4.15
1.0

80
763
120
84.0
33.4
-0-
-0-
60.1
4.4
1.4

87
839
77
91 0
13 9
3.9
53.0
48 9
4.5
1.2

80
740
65
91 0
13 9
3.6
52.0
39 7
5 0
1.3

 *  L/G based on gallons of recycled slurry per 1000 acf
    saturated flue gas.
 t  Stoichiometric mole ratio based on absorber tower inlet S02.
 #  Fly ash CaO was averaged during test period.
     One additional test was conducted using the Big Stone fly ash in which
sufficient fly ash was added to maintain the pH at 4.15, as shown in column
3-a.  These results may be compared to those obtained at a pH of 4.4, shown
in column 3-b.  Lowering the pH from 4.4 to 4.15 increased the fly ash alkali
utilization from 60.1 pet to 87.5 pet.  This increase in alkali  utilization
is consistent with the increased availability of ash calcium oxide with
decreasing pH values, as shown in Figure 2.  In a lime scrubber operating at
much lower liquid-to-gas ratios, a lowered pH value would be expected to
result in a lowered sulfur dioxide removal efficiency due to a decrease in
the absorption of sulfur dioxide from flue gas to scrubber liquor.  However,
as the results in tests 3-a and 3-b illustrate, the removal did not decrease
but remained approximately the same.  These results can be attributed to the
increased solubility of the fly ash alkali as a function of decreasing pH
values and having a sufficiently high liquid-to-gas ratio to offset the
decrease in sulfur dioxide absorption from flue gas to scrubber liquor.  The
decrease in fly ash CaO utilization with increasing pH values can be seen in
columns 3-c and 3-d, which were conducted at a pH of 4.5 and 5.0, and the CaO
utilizations are 48.9 pet and 39.7 pet, respectively.

     A typical solution analysis of the absorber tower feed and the wash tray
feed are shown in Table 19.

     The fourth test used a fly ash collected from the electrostatic precipi-
tators from Basin Electric Cooperative, which burn Glenharold coal.  The coal
ash has a chemical composition similar to the low sodium Beulah coal ash and
is fired in a cyclone-fired boiler.  A typical fly ash analysis is shown in
Table 20.
                                     31

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        TABLE  19.   TYPICAL  SOLUTION ANALYSIS USING BIG STONE FLY ASH
                               Absorber Tower  Feed          Wash Tray Feed
Calcium* 	
Magnesium 	
Sodium 	
Potassium 	
Chloride 	
Sulfite 	
Sulfate 	
Total solids, pet 	
Suspended solids, pet 	
463
5540
2893
175
90
<0.8
28655
15.1
10.3
445
1292
1271
88
47
<0.8
12535

--
    Concentration units  are  ppm unless  otherwise  noted.


                TABLE 20.  TYPICAL  ANALYSIS  OF  BASIN  FLY ASH
                                                       Percent  of ash,
                                                         as  received

     Loss on ignition at 800°  C	       2.7
     Silica, Si02	       39.1
     Aluminum oxide, Al20s	       13.0
     Ferric oxide, Fe203	        6.7
     Titanium oxide, Ti02	        0.6
     Phosphorous pentoxide,  P20s	        0.2
     Calcium oxide, CaO	       17.9
     Magnesium oxide, MgO	        4.2
     Sodium oxide, Na20	        8.0
     Potassium oxide, KpO	        1.8
     Sulfur trioxide, S&3	        5.7

          TOTAL                                             99.9
     The results of the tests using the Basin  fly  ash  are  shown  in  Table  21
Flue gas by-pass was not used.

     A typical  solution analysis of the absorber tower feed  and  the wash
tray feed is shown in Table 22.
                                     32

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              TABLE 21.   SUMMARY  OF  RESULTS  USING  BASIN  FLY  ASH


L/G* 	
Inlet S02 ppm (dry) 	
Outlet S02 ppm (dry) 	
S02 removdl , pet 	
Fly ash add rate, ton/hr 	
Hydrated lime add rate, ton/hr....
Lime, pet of total CaO 	
Ash utilization, pet 	
pH 	
CaO/S02t# 	


4-a
80
.. 798
.. 124
.. 84.5
.. 45.4
.. -0-
.. -0-
.. 45.7
.. 4.42
1.9

Test Number
4-b
80
794
122
84 7
13 8
3.1
49 3
51.3
4.5
1.1


4-c
80
789
161
79 7
13.9
3.6
52 0
40.9
5.0
1.2

 *  L/G based on gallons of recycled slurry per 1000  acf
    saturated flue gas.
 t  Stoichiometric mole  ratio based on absorber tower inlet S02.
 #  Fly ash CaO was averaged during the test period.
          TABLE 22.   TYPICAL SOLUTION ANALYSIS USING BASIN FLY  ASH
                               Absorber Tower Feed
Wash Tray Feed
Calcium* 	
Magnesium 	
Sodium 	
Potassium 	
Chloride 	
Sulfite 	
Sulfate 	


	 413
	 1477
	 3330
	 412
	 68
	 55
	 13950


419
369
1116
148
45
<0.8
6300


    Concentration units are ppm unless otherwise noted.
     The variability of alkali availability at similar pH in the four lig-
nite fly ashes tested is illustrated in the summary shown in Table 23.
                                     33

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                  TABLE 23.  SUMMARY OF RESULTS AT pH 4.5

Test Number:
L/G 	
Fly ash feed, ton/hr. .
S02 removal, pet 	
pH 	
Utilization, pet 	
CaO in fly ash, pet.. .
CaO/SO? 	
Total alkali, pet 	



Beulah
low sodium
1-a
80
14.7
75.0
4.5
95.9
27.8
0.75
91.9



Beulah
high sodium
2-a
80
22.6
91.6
4.4
74.4
22.7
1.23
87.9



Big
Stone
3-b
80
33.4
84.0
4.4
60 1
17.9
1 .40
95.2



Basin
4-a
80
45.7
84 5
4.42
45 7
17.9
1 .90
91 5


     The above test data were generated by adding sufficient fly ash to main-
tain the recycle slurry pH at a constant value of about 4.5.  By this method,
calcium oxide availability may be compared.  Only two of the above test
results, 1-a and 2-a, can be directly compared since they are both derived
from the same pc-fired boiler and ESP.   The fly ashes differ chemically since
fly ash 1-a is derived from a low sodium coal and fly ash 2-a is derived from
a high sodium coal.  The reactivity of the low sodium is greater than the
high sodium fly ash at pH 4.5, as evidenced by the amount of ash required to
maintain the pH at about 4.5.  For the low sodium ash, 14.7 ton/hr was
required as compared to 22.6 ton/hr for the high sodium.  The fly ash used in
tests 3-b and 4-a show less alkali availability, which could be due to the
different chemical composition of the fly ashes, or to the difference in
boilers from which the fly ash was derived.

     Future work at GFERC will characterize the scrubbing characteristics of
various fly ashes by the use of standardized experiments.  The standardized
tests will enable various fly ashes to be tested and compared, and would be
related to performance in full-scale scrubbers.

MINNESOTA POWER AND LIGHT COMPANY TEST PROGRAM

     The Minnesota Power and Light Company (MP&L) is presently constructing a
500 MW pc-fired boiler at the Clay Boswell Station.  The boiler, called the
Clay Boswell unit No. 4, will burn a Montana subbituminous coal and is
required to meet the Federal emission standards of the Clean Air Act.  Parti-
culate and sulfur dioxide control will  be provided by a two-stage scrubber.
The fly ash will be removed in the first-stage venturi, and the alkali solu-
bilized from the fly ash would then be utilized to remove sulfur dioxide in a
spray tower.  Supplemental fly ash will be available from bag filters on two
existing boilers.

     The test program was designed to investigate sulfur dioxide removal as a
function of coal sulfur content and L/G, using Montana subbituminous fly ash
collected from mechanical collectors on Clay Boswell Units 1 and 2.  The test

                                     34

-------
program was originated by CEA,  and was  reviewed  and  approved  by  the  pilot
plant steering committee in accordance  with  the  ERDA cooperative agreement.

     The fly ash was collected  from mechanical collectors  at  the Clay  Boswell
Station and, thus, is only representative of the larger  particles entering  a
scrubber.   The fly ash was transferred  to the 5000-acfm  pilot scrubber in
cement trucks and stored in a silo until  used.   This publication reports on
the first phase of testing; a contamination  of the fly ash used  in the second
phase of testing made the results non-representative.

     The first phase of the test program investigated two  fly ash add  rates
at three levels of sulfur dioxide and three  liquid-to-gas  ratios (L/G).  The
three liquid-to-gas ratios were 60, 80, and  100  gal/1000 acf-saturated.  The
three sulfur dioxide levels were about  900 ppm-dry,  1100 ppm-dry, and  2100
ppm-dry.  The fly ash feed rate corresponded to  the  proposed  average (25
ton/hr) and maximum (50 ton/hr) particulate  loading  expected  from the  new 500
MW pc-fired boiler.  The calcium oxide  content in the subbituminous  fly ash
averaged about 16 pet.  A typical analysis of the fly ash  is  shown in  Table
24.

              TABLE 24.  TYPICAL ANALYSIS OF MP&L FLY ASH  FROM
                         COLSTRIP, MONTANA,  SUBBITUMINOUS  COAL


                                                      Percent of ash,
                                                        as received

     Loss on ignition at 800° C	       1.4
     Silica, Si02	      49.8
     Aluminum oxide, A1203	      18.8
     Ferric oxide, Fe203	       7.1
     Titanium oxide, Ti02	       0.9
     Phosphorous pentoxide, P20s	       0.3
     Calcium oxide, CaO	      16.1
     Magnesium oxide, MgO	       3.8
     Sodium oxide, Na20	       0.2
     Potassium oxide, K20	       0.5
     Sulfur trioxide, S03	       1.2

          TOTAL                                            100.1
     To meet the Federal emission limit of 1.2 Ib S02/MM Btu,  the outlet
sulfur dioxide limitation is 450 ppm-dry.   During MP&L's test  program,  flue
gas bypass for reheat was not utilized.  The total flue gas into the scrubber
system was about 6300 acfm.   The inlet gas temperature was about 330° F, and
the temperature of the saturated flue gas  out of the absorber  tower was about
135° F.  Anhydrous sulfur dioxide was injected into the inlet  flue gas  to
duplicate various coal sulfur contents.
                                     35

-------
                        TABLE 25.  SUMMARY OF RESULTS FROM THE MP&L TEST PROGRAM
CO
Test No.
101
102
201
202
203
204
205
L/G*
100
95
60
80
100
80
95
Add Rate,t
(ton/hr)
24.9
25.2
25.1
25.3
25.2
50.3
49.3
Total
CaO#
S02
0.80
0.69
0.68
0.64
0.71
0.76
0.81
S02-In
ppm-dry
870
1090
1095
1159
1084
2052
2062
S02-0ut
ppm-dry
163
330
380
399
237
1310
888
Pet
Remova i
81.4
72.6
65.3
74.2
78.2
36.2
57.6
Fly ash,
pet CaO
Utilization
104
105
96.6
116.3
no
47.7
70.6
3.9
3.7
3.6
3.8
3.6
4.4
5.0

      *   L/G based on gallons of recycled slurry per 1000 acfm saturated flue gas.
      t   Ash add rates correspond  to average and maximum particulate loading.
      #   Stoichiometric mole ratio based on absorber tower inlet sulfur dioxide;
          fly ash CaO content was averaged over test period.

-------
     The first set of test conditions investigated  a  sulfur  dioxide  concen-
tration of about 900 ppm-dry.   A removal  efficiency of about 50  pet  is
required to meet the Federal  emission requirement.  At a  L/G of  100,  an
average particulate load of about 25 ton/hr,  and an average  sulfur dioxide
inlet concentration of 870 ppm-dry, the observed removal  efficiency  was  81.4
pet.  The corresponding fly ash CaO utilization was 104 pet, based on 17 pet
calcium oxide.  The recycle slurry pH was 3.9.   The results  are  shown in test
101 in Table 25.

     A typical solution analysis of the absorber tower feed  and  the  wash tray
feed is shown in Table 26.

           TABLE 26.  TYPICAL SOLUTION ANALYSIS OF  MP&L ASH  TEST


                                Absorber Tower  Feed       wash  Tray  Feed











*
t
Calcium* 	
Magnesiumt . . .
Sodiumt 	
Potassiumt . . .
Chloridet. . . .
Sulfite 	
Sulfatet 	
Total solids,
Suspended sol


Concentration
Concentrations
	 474
	 2372
	 650
	 592
	 420
	 <0.8
	 11287
pet 	 2.3
ids, pet 	 11.8


units are ppm unless otherwise noted.
were gradually increasing during test.
468
411
479
328
125
<0 8
5430
1 4
0.43



     The second set of test conditions investigated a sulfur dioxide concen-
tration of about 1100 ppm-dry.   This level  of sulfur dioxide was  investigated
at four L/G values, 60, 80, 95,  and 100,  using a constant fly ash feed  rate
of about 25 tons/hr, which corresponds to the expected average particulate
loading.  A summary of results  are shown  in Table 25, tests 102,  201, 202,
and 203.  The required removal  efficiency is about 60 pet.   At each  L/G
tested, the sulfur dioxide removal was greater than that required to meet the
Federal emission standard; essentially 100 pet of the fly ash calcium oxide
was utilized.

     The third set of test conditions investigated a sulfur dioxide  concen-
tration of about 2100 ppm-dry.   The removal efficiency required for  compli-
ance with the Federal emission  requirement is 79 pet.  The parameters tested
were L/G values of 80 and 95; the fly ash add rate was equivalent to the
expected maximum particulate load of about 50 ton/hr.  A summary of  the
results are shown in Table 25,  tests 204  and 205.  The sulfur dioxide removal
efficiencies were considerably  below the  required 79 pet, and the observed
values are 36.2 pet at a L/G of 80, and 57.6 pet at a L/G of 95.   The cor-
responding fly ash calcium oxide utilization was 36.2 pet and 70.6 pet.  The
pH of the recycle slurry was 4.4 in the test at L/G of 80, and 5.0 in the

                                     37

-------
test at L/G of 95.  The pH values are higher than in the previous tests,
which is reflected in the lower calcium oxide alkali utilizations.   At this
level of sulfur dioxide, supplemental lime or limestone would be required to
comply with the Federal emission standard.

     The above results are useful in predicting probable sulfur dioxide
removal efficiencies in a full-scale scrubber that is of similar design to
the pilot scrubber.   Therefore, to further test the reactivity of the subbi-
tuminous fly ash in  a pilot scrubber similar to the full-scale scrubber to be
constructed on Unit  4, MP&L will conduct additional pilot plant studies to
generate design and  operating data for a full-scale 500 MW scrubber.

     The pilot scrubber will be a 1 MW equivalent, 3000-acfm-saturated two-
stage scrubber.  The first stage will consist of a venturi designed for
particulate removal.  The second stage will  consist of a spray tower which
will use recircuiated fly ash slurry for sulfur dioxide absorption.  The
pilot scrubber will  further investigate fly ash alkali scrubbing for this
application in greater detail than the present study.  The full-scale scrub-
ber will have about  6 pet of the inlet flue gas diverted to two electrostatic
precipitators, which will remove particulate matter.  The flue gas  will then
be used to reheat the flue gas from the two-stage scrubber.

FIXED INVESTMENT AND OPERATING COST FOR 100 MW,
500 MW, and 1000 MW  FLY ASH ALKALI PROCESS

     This section describes the results of a capital and operating  cost
analyses for a 100 MW, 500 MW, and a 1000 MW fly ash alkali scrubber.  The
analyses were performed by Combustion Equipment Associates using a  computer
program developed by the Tennessee Valley Authority under EPA sponsorship,
which was modified by CEA for the fly ash alkali process.  The analyses are
based on data generated during the SBEC test program and represent  an
accuracy of plus or  minus 15 pet.

     The 500 MW system was selected as the base case and used design and
operating data generated during the SBEC test program; the test program
previously generated design and operating data for the 450 MW system cur-
rently under construction at SBEC.  A detailed equipment and source list  is
presented in Table 27.  Some of the important design and cost assumptions
are:

     1.   New Western coal-fired generating unit in Northwest location.

     2.   Coal HHV6400 Btu/lb (as received); heat rate of 10,000 Btu/KWH.

     3.   Worst case coal sulfur content of 1.3 pet (as received).

     4.   Sulfur dioxide removal in spray tower is 85 pet.

     5.   Stack gas  reheat to 160° F using 15 pet flue gas bypass.

     6.   Flue gas particulate of 3.35 grain/scf (wet); 24 pet CaO
          in fly ash.


                                     38

-------
                                  TABLE 27-a.  500 MW BASE CASE FLY ASH ALKALI
                                       -       PROCESS - MATERIAL HANDLING (LIME)
             Item
 Units
required
     Description
Source
Unit cost, $   Total cost, $
CO
VO
      1.  Lime storage
         silo
      2.  Weigh feed
         (1ime)
      3.  Lime slaker
    1
Capacity 15,000 ft3          CEA
20 ft dia. x 45 ft steel
side carbon steel  dust
collector

Capacity 1200 Ibs/hr         K-Tron
12 in. belt width.
Motor 1/4 HP D.C.

Costs, items 1 & 2 	
                                                                                       65,000
                                                                               65,000
           Capacity 192 GPM
           outlet flow.  Holding
           capacity 800 gals,
           carbon steel, 2 agitator
                             CEA
4.
5.
6.
7.

Lime slaker
transfer tank
Agitator, slaker
transfer tank
Lime slurry
feed tank
Agitator, slurry
feed tank

1
1
1
1

Capacity 600 gals
5 ft dia. x 5 ft high
2 HP, carbon steel
1800 RPM
Capacity 56,000 gals
23 ft dia. x 20 ft high
15 HP, carbon steel
1800 RPM
Costs, items 3-7 	

CEA
Philadelphia
Gear
CEA
Philadelphia
Gear
	 71,000 71,000
(Continued)

-------
                                              TABLE 27-a.  (continued)
-P.
o


8.
9.
10.

Units
Item required
Slaker transfer 2
pumps
Slurry feed 2
transfer pumps
Dust collector 1
system

Description
Capacity 211 GPM
34 ft TDH, 5 HP,
carbon steel
Capacity 211 GPM
155 ft TDH, 15 HP
carbon steel
600 SCFM, internal
separator, 9 bags
SUBTOTAL 	

Source Unit cost, $
Worthington
Pump, Inc.
13,000
Worthington
Pumps, Inc.
3,800
American Precision
Industries 20,000

Total cost, $
26,000
7,600
20,000
189.600

-------
                       TABLE 27-b.   500 MW BASE CASE FLY ASH ALKALI  PROCESS  -
                                    MATERIAL  HANDLING (FLY ASH)
       Item
 Units
required
     Description
Source
Unit cost, $   Total cost, $
1.   Fly ash silo
    1
2.  Weigh feed         1
    (fly ash)
3.  Fly ash slurry     1
    feed tank
4.   Agitator,  fly ash  1
    slurry feed tank
    (without motor)
5.   Fly ash slurry     2
    feed pumps
Capacity 15,000 ft3          CEA
21 ft dia. x 54 ft high
with dust collector
vibrating hopper

Capacity 60,000 Ibs/hr       K-Tron
24 in. belt width,
motor 1/2 HP D.C.
                              Costs,  items  1  &  2
           Capacity 56,000 gals
           23 ft x 20 ft high,
           carbon steel

           15 HP, 1800 RPM,
           carbon steel
           Costs,  items  3 & 4

           Capacity 1052 GPM,
           54 ft TDH,  30 HP,
           carbon  steel
                             CEA
                             Philadelphia
                             Gear
                             Worthington
                             Pumps, Inc.
                                                             188,400
                                                                                48,500
                                                                                  3,750
                                                                  188,400
                                                                   48,500
                                                                    7,500
                              SUBTOTAL
                                                                             244,400

-------
                     TABLE 27-c.  500 MW BASE CASE  FLY ASH ALKALI  PROCESS -  S02  -  SCRUBBING
             Item
 Units
required
Description
Source
Unit cost, $   Total cost, $
ro
      1.   Absorber tower
      2.  Absorber recycle   2
          tank
      3.  Agitator, absorber 2
          recycle tank
      4.  Wash tray
      5.   Mist eliminator
      6.   Absorber recycle  10
          pumps
      7.   Tray recycle
          tank
           40 ft dia.  x 123 ft steel     CEA
           side, carbon steel, lined

           Capacity 450,000 gals        CEA
           40 ft dia., carbon steel,
           lined

           Impeller 128 in., 30 RPM     Chemineer
           100 HP, lined
                                    Costs,  items  2  &  3
           Material  316LL,  SS,
           bubbler tray with
           supports  & nozzles,
           spray headers,  piping
           and supports

           4 pass chevron  type,
           with supports,  nozzles,
           spray headers
           Costs,  items  4  &  5  .  .  .

           Capacity 15,260 GPM
           156 ft  TDH,  carbon  steel
           rubber  lined, with  motor

           Capacity 12,600 gals
           14 ft dia.  x  12 ft  high
           carbon  steel, lined
                        A.S.H.  Pumps
                        CEA
                                                                                      250,500
                                                             150,000
                  426,250



                   60,000




            (Continued)
                                                             501,000
                                                             300,000
                   852,500



                   600,000

-------
                                           TABLE 27-c.   (continued)
             Item
                     Units
                    required
     Description
   Source
Unit cost, $   Total cost, $
CO
      8.   Agitator,  tray      2
          recycle  tank
      9.   Pumps,  tray
          recycle
     10.   Tray thickener      1
          tank
11.   Agitator,  tray      1
     thickener  tank
     12.   Tray  thickener      1
          overflow  tank
     13.   Pumps,  tray        2
          sprays
     14.   Pumps, mist        2
          eliminator sprays
                               S.H.P.,  carbon  steel,
                               rubber  lined

                               Costs,  items  7  & 8  .
                             Philadelphia
                             Gear, Inc.
Capacity 4164 GPM
124 ft TDH, 200 HP
carbon steel, lined

Capacity 80,000 gals,
40 ft dia. x 12 ft steel
side, concrete lined

2 HP, 24 in. rake arms,
with motor
                                   Costs, items 10 & 11
                              Capacity  11,000 gals
                              13  ft. dia.  x  13 ft high
                              carbon steel,  lined

                              Capacity  1278  GPM
                              236 ft TDH,  150 HP
                              carbon steel,  lined

                              Capacity  15,979 GPM
                              178 ft TDH,  125 HP
                              carbon steel,  lined
                                                           Worthington
                                                           Pumps,  Inc.
CEA
Sanderson &
 Porter (S&P)

Eimco
                             CEA
                             Worthington
                             Pumps,  Inc.
                             Worthington
                             Pumps,  Inc.
                                                                                      20,000
                                                                                      15,500
                                                                                150,000
                                                                                       6,000
                                                                                      17,500
                                                                   40,000
                                                                                                 62,000
                                                                  150,000
                                                                    6,000
                                                                   35,000
                                   SUBTOTAL
                                                   16,000           32,000

                                                   	     2,578,500

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TABLE 27-d.   500 MW BASE CASE FLY ASH ALKALI
             PROCESS - SOLIDS DISPOSAL

1.


2.


3.


4.


5.


6.


7.



Units
Item required
Main thickener 1
tank

Agitator, main 1
thickener tank

Pumps, main 2
thickener
underflow
Main thickener 1
overflow tank

Pumps, main 2
thickener
overflow
Pumps, tray 2
thickener
underflow
Vacuum filter 1



Description
Capacity 1,000,000 gals
130 ft dia. x 15 ft steel
side, concrete lined
10 HP, 300,000 ft/lb
torque
Costs, items 1 & 2 ....
Capacity 450 GPM,
74 ft IDA, 25 HP

Capacity 11 ,000 gals
13 ft dia. x 13 ft high,
carbon steel , lined
Capacity 1112 GPM
62 ft TDH, lined

Capacity 7.7 GPM
87 ft TDH

Capacity 528 ft2
12 ft dia. x 14 ft
length
SUBTOTAL 	
Source Unit cost, $ Total cost, $
S&P
CEA

Eimco

	 660,000 660,000
Worth ington
Pumps, Inc.
3,900 7,800
CEA

9,000 9,000
Worthington
Pumps, Inc.
4,600 9,200
Dorr-Oliver

3,000 6,000
Eimco

272,000 272,000
	 1,034,200

-------
en
                                 TABLE 27-e.   500 MW  BASE  CASE  FLY  ASH  ALKALI
                                               PROCESS -  REHEAT

Item
1 . Reheat mixing
chamber
2. Reheater damper
control & motor

Units
required
2
2

Description Source
Bussel & jet nozzles CEA
Butterfly damper Hamilton
98 in. dia. I.D.
SUBTOTAL 	

Unit cost, $ Total cost, $
100,000 100,000
20,400 40,800
	 240.800

-------
                                 TABLE 27-f.   500  MW  BASE CASE FLY ASH ALKALI

                                               PROCESS - GAS HANDLING
-P.
CTl

1.
2.
3.
4.
Units
Item required
Fan, booster 2
with motor
Scrubber inlet 2
damper
Scrubber bypass 2
damper
Scrubber outlet 2
damper system
Description
Capacity 1,020,000
ACFM at 10 in. H20
adjustable pitch
18 ft x 18 ft carbon
steel with motor and
controller
18 ft x 18 ft carbon
steel with motor
actuator
17 ft dia. SS, with
motor & controller
SUBTOTAL 	
Source
Buffalo Forge
Hamilton
American Vent &
Warming
Hamilton
Unit cost, $ Total cost, $
725,000 1,450,000
113,000 226,000
42,500 85,000
134,000 268,000
	 2.029.000

-------
TABLE 27-g.   500 MW BASE CASE FLY ASH ALKALI
             PROCESS - STRUCTURAL

1.
2.
3.
4.
5.
6.
Item
Structural
Piping, sup-
ports & valves
Ducting
Duct instal-
lation
Piping insu-
lation
Piping
Units
required
1 set
1 set
1 set
1 set
1 set
1 set
Description Source
Structural steel CEA
for support
All necessary CEA
piping, supports, &
valves
All necessary CEA
ducting & expansion
joints, lined
S&P
S&P
Lake Water System, S&P
all other connections
SUBTOTAL 	
Unit cost, $ Total cost, $
496,000
1,737,000
947,000
300,000
115,000
665,000
	 4,260,000

-------
                                   TABLE 27-h.   500  MW BASE  CASE  FLY  ASH  ALKALI
                                                PROCESS -  INSTRUMENTATION
             Item
 Units
required
     Description
   Source
Unit cost, $   Total cost, $
      1.   Instruments
      2.  Instrumenta-
          tion and con-
          trol for fan
          and data log-
          ging system
 1  set


 1  set
All necessary process
and flow instruments
                                    SUBTOTAL
CEA


S&P
                                                                                                      868,000
                                                                             150,000

                                                                           1,018,000
00
                                   TABLE 27-i.   500  MW BASE  CASE  FLY  ASH ALKALI
                                                PROCESS -  INSTRUMENTATION
             Item
 Units
required
     Description
   Source
Unit cost, $   Total cost, $
      1.  Craft labor

      2.  Rentals &
          consumables

      3.  Field office
                                        CEA

                                        CEA


                                        CEA
                                    SUBTOTAL
                                                                3,800,000


                                                                1,400,000

                                                                  825,000

                                                                6,025,000

-------
                                   TABLE  27-j.   500  MW BASE  CASE  FLY ASH ALKALI
                                                 PROCESS -  UTILITIES
>£>

1.


2.

3.

Item
Equipment


Electrical
equipment

Electrical
installation
Units
required Description
Air compressors,
hoists & misc. pumps
Sludge handling
equipment
Lake water pumps &
storage tanks
4.16 KV switchgear
480 V substation
480 V motor cont.
Center

SUBTOTAL 	
Source Unit cost, $ Total cost, $
S&P
105,000
200,000
110,000
S&P
300,000
S&P
1,825,000
	 2,540,000

-------
                                   TABLE 27-k.  500 MW BASE CASE FLY ASH ALKALI
                                                PROCESS - SERVICE FACILITIES
en
O

Units
Item required Description
1. Buildings Fly ash slurry
tank building
Pump house
Source Unit cost, $ Total cost, $
S&P
120,000
775,000
Miscellaneous
gradings and
roads
                                    Vacuum filter
                                    building
                                    SUBTOTAL
S&P
  580,000



  655,000


2,130,000

-------
                             TABLE  27-1.   500  MW BASE  CASE  FLY  ASH  ALKALI
                                          PROCESS -  EXCAVATION  &  FOUNDATION
       Item
 Units
required
Description
Source
Unit cost, $   Total cost, $
1.   Excavations &
    foundations
2.   Absorber
3.   Fans & ductwork
4.   Thickener & clarifier
    tunnels & foundations
5.   Buildings and
    equipment
6.   Sludge storage
7.   Lake water storage
    tank
8.   Ductbank and
    manholes (except for
    L.W. storage tank)
9.   Ductbank - lake
    water storage
                                     S&P

                                     S&P
                                     S&P
                                     S&P

                                     S&P

                                     S&P
                                     S&P

                                     S&P

                                     S&P
                                                             165,000
                                                             175,000

                                                             425,000

                                                             600,000
                                                             190,000

                                                              10,000

                                                             155,000

                                                              30,000
                              SUBTOTAL
                                                                           1,750,000

-------
     7.   Liquid-to-gas (L/G) ratio of 80 gal/1000 acf (saturated).

     8.   Off-site sludge disposal  in strip mine approximately one
          mile from site.

     9.   Fixed investment and operational  cost calculations  are
          based on 1976 dollars.

     A summary of the estimated fixed investment for the 100  MW,  500 MW base
case, and the 1000 MW unit are shown in Tables 28, 29, and 30, respectively.
The fixed investment for the fly ash alkali process is about  2-3  pet higher
than an equivalent lime system.  The increased cost is attributed to the fly
ash system, to larger pumps required for high liquid-to-gas (L/G) ratios,  and
to larger pipes and tanks required  for handling the increased amount of
solids (9).

     The total average annual operating costs for a 100 MW, 500 MW  base case,
and a 1000 MW system are shown in Tables 31, 32, and 33.  Lifetime  annual
operating costs for the 500 MW base case are shown in Table 34.  The opera-
ting costs were calculated using a  worst case coal sulfur content of 1.3 pet.
Under these conditions, addition of supplemental lime is required and oper-
ating costs would be at a maximum.   In addition to the initial design and
cost assumptions, the following was also assumed: 1) mole ratio of  lime CaO
to absorbed S02 is 0.74; and 2) fly ash CaO to absorbed S02 mole  ratio is
0.26.

     A substantial savings in raw material  costs is realized  by utilizing  fly
ash alkali.  Table 35 shows a comparison of raw material costs for  the fly
ash alkali process and an equivalent lime system for a 0.75 pet and a 1.3  pet
coal sulfur content.  The calculations indicate the raw material  cost for  an
equivalent lime system operating on a 1.3 pet sulfur coal would be  about 26
pet more than the fly ash alkali process.  When the fly ash alkali  process is
operating on a 0.75 pet sulfur coal, all CaO alkali can be provided by the
fly ash.

     Calculations on scrubber unit  operating costs for the fly ash  alkali
process are shown in Table 36.  The figures for 1.3 pet coal  sulfur are based
on total operating costs presented  in Tables 31, 32, and 33.   Figures for
0.75 pet coal sulfur assume no supplemental lime requirements.
                                     52

-------
            TABLE  28.   SUMMARY OF ESTIMATED FIXED INVESTMENT
                       FOR A  TOO MW FLY ASH ALKALI PROCESS*
               Item
                                                     Percent  of  subtotal
                                     Investment,  $     direct  investment
 1.
 2.
 3.
 4.


 5.
10.
11
Lime system (storage hopper,
weigh feeder, slaker, pumps
and tanks, agitator)

Fly ash system (storage hopper,
dust collector, weigh feeder,
agitator, tank, pumps)

Sulfur dioxide scrubber (1
scrubber, wash tray, mist
eliminators, pumps, agitators,
all vessels)

Solids disposal (filter, thickener
pumps, agitators)

Reheat (mixing chamber, damper,
control & motors)

Gas handling (2 fans, inlet
dampers, outlet dampers)

Structural (structural steel,
piping, valves, supports,
ducting)

Instrumentation (all necessary
process & flow instruments)

Cost for erection (Items 1-8,
craft labor, rentals & con-
sumables, field office)

Utilities (instrument air gener-
ation and supply system, dis-
tribution system for obtaining
process water, electrical
switchgear)

Service facilities  (building,
shops, stores, site develop-
ment, roads, walkways)
  451,000



   62,400




  650,000


  208,000


   52,000


  364,000



  884,000


  208,000



1,378,000
                                              520,000
                                                                1.1
                                                                1.2
12.5


 4.0


 1.0


 7.0



17.0


 4.0



26.5
                    10.0
                                              457,600            8.8

                                                      (Continued)
                                     53

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                           TABLE 28.  (continued)


12.

13.
14.
15.
16.

17.
18.

Item
Excavation and foundation
Subtotal direct investment
Architect - Engineers design
and supervision fee
Architect - Engineers construc-
tion managenent fee
Investor's costs
Contingency
Subtotal fixed investment
Allowance for spare parts
Interest during construction
Total capital investment
Investment, $
374,400
5,200,000
312,000
364,000
104,000
260,000
6,240,000
260,000
520,000
7,020,000
Percent of subtotal
direct investment
7.2
100.0
6.0
7.0
2.0
5.0
120.0
5.0
10.0
135.0

*  Basis:
     Off-site disposal approximately 1  mile from site.
     Project beginning early 1975, ending mid-1977.
     Minimum in-process storage; only pumps are spared.
     Investment requirements for disposal of ash excluded.
     Construction labor shortages with accompanying  overtime
       pay incentive not considered.
     Items previously noted.
                                     54

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           TABLE  29.   SUMMARY OF  ESTIMATED FIXED INVESTMENT FOR A
                      500 MW BASE CASE FLY ASH ALKALI PROCESS*
               Item
                Percent  of  subtotal
Investment,  $    direct  investment
 1.   Lime system (storage  hopper,
     weigh feeder,  slaker,  pumps
     and tanks,  agitator)

 2.   Fly ash system (storage  hopper,
     dust collector,  weigh  feeder,
     agitator,  tank,  pumps)

 3.   Sulfur dioxide scrubber  (2
     scrubbers,  wash  tray,  mist
     eliminators, pumps, agitators,
     all  vessels)

 4.   Solids disposal  (filter,  thick-
     ener, pumps, agitators)

 5.   Reheat (mixing chamber,  damper,
     control &  motors)

 6.   Gas handling  (2  fans,  inlet
     dampers, bypass  dampers,
     outlet dampers)

 7.   Structural  (structural steel,
     piping, valves,  supports,
     ducting)

 8.   Instrumentation  (all  necessary
     process &  flow instruments)

 9.   Cost for erection  (Items  1-8,
     craft labor,  rentals  & con-
     sumables,  field  office)

10.   Utilities  (instrument air gener-
     ation and  supply system,  dis-
     tribution  system for  obtaining
     process water, electrical
     switchgear)

11.   Service facilities (building,
     shops, stores, site develop-
     ment, roads, walkways)
    189,600



    244,400




  2,578,500


  1,034,500


    240,800



  2,029,000



  4,260,000


  1,018,000



  6,025,000
  2,540,000
 0.8
 1.2
10.7


 4.3


 1.0



 8.5



17.7


 4.2



25.1
10.6
  2,130,000            8.8

            (Continued)
                                     55

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                           TABLE 29.   (continued)

Item
12. Excavation and foundation
Subtotal direct investment
13. Architect - Engineers design
and supervision fee
14. Architect - Engineers construc-
tion management fee
15. Investor's fee
16. Contingency
Subtotal fixed investment
17. Allowance for startup and
modification
18. Interest during construction
Total capital investment
Investment, $
1,750,000
24,039,500
1,442,000
1,683,000
481 ,000
1,202,000
28,847,500
1,202,000
2,404,000
32,453,500
Percent of subtotal
direct investment
7.1 :
100.0
6.0
7.0
2.0
5.0
120.0
5.0
10.0
135.0
*  Basis:
     Off-site disposal approximately 1 mile from site.
     Project beginning early 1975, ending mid-1977.
     Minimum in-process storage; only pumps are spared.
     Investment requirements for disposal of ash excluded.
     Construction labor shortages with accompanying overtime
       pay incentive not considered.
     Items previously noted.
                                      56

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             TABLE 30.  SUMMARY OF ESTIMATED FIXED INVESTMENT
                        FOR A 1000 MW FLY ASH ALKALI PROCESS*
               Item
                Percent  of  subtotal
Investment,  $     direct  investment
 1.   Lime system (storage  hopper,
     weigh feeder,  slaker,  pumps
     and tanks,  agitator)

 2.   Fly ash system (storage  hopper,
     dust collector,  weigh  feeder,
     agitator,  tank,  pumps)

 3.   Sulfur dioxide scrubber  (4
     scrubbers,  wash  tray,  mist
     eliminators,  pumps, agitators,
     all vessels)

 4.   Solids disposal  (filter,  thickener
     pumps, agitators)

 5.   Reheat (mixing chamber,  damper,
     control &  motors)

 6.   Gas handling  (2  fans,  inlet
     dampers, bypass  dampers,
     outlet dampers)

 7.   Structural  (structural  steel,
     piping, valves,  supports,
     ducting)

 8.   Instrumentation  (all  necessary
     process &  flow instruments)

 9.   Cost for erection  (Items 1-8,
     craft labor,  rentals  & con-
     sumables,  field office)

10.   Utilities  (instrument air gener-
     ation and  supply system, dis-
     tribution  system for  obtaining
     process water, electrical
     switchgear)

11.   Service facilities (building,
     shops, stores, site  develop-
     ment, roads,  walkways)
    451,000



    492,000




  4,100,000


  1,640,000


  1,025,000



  3,403,000



  7,544,000


  1,640,000



 10,045,000
  4,100,000
 1.1
 1.2
10.0


 4.0


 2.5



 8.3



18.4


 4.0



24.5
10.0
  3,690,000            9.0

            (Continued)
                                     57

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                           TABLE 30.  (continued)

12.

13.
14.
15.
16.

17.
18.

Item
Excavation and foundation
Subtotal direct investment
Architect - Engineers design
and supervision fee
Architect - Engineers construc-
tion management fee
Investor's costs
Contingency
Subtotal fixed investment
Allowance for spare parts
Interest during construction
Total capital investment
Investment, $
2,870,000
• 41,000,000
2,460,000
2,870,000
820,000
2,050,000
49,200,000
2,050,000
4,100,000
55,350,000
Percent of subtotal
direct investment
7.0
100.0
6.0
7.0
2.0
5.0
120.0
5.0
10.0
135.0
*  Basis:
     Off-site disposal approximately 1  mile from site.
     Project beginning early 1975, ending mid-1977.
     Minimum in-process storage; only pumps are spared.
     Investment requirements for disposal of ash excluded.
     Construction labor shortages with accompanying  overtime
       pay incentive not considered.
     Items previously noted.
                                      58

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             TABLE 31.   TOTAL  AVERAGE  ANNUAL  OPERATING COST  FOR
                        A 100  MW FLY ASH  ALKALI  PROCESS*
             Item
                                   Total
                                   annual
Annual quantity    Unit cost, $    cost,  $
Direct Costs

Raw Material:
 Lime

     Subtotal  raw material

Conversion Costs

Operating labor & supervision

Utilities:
 Steam
 Process water
 Electricity

Maintenance:
 Labor and material

Analyses
   10.0 M tons
40.00/ton
  8,990.0 man-hr   10.00/man-hr
   482,790.0 M Ib
    64,630.0 M gal
 12,083,490.0 KWH
     910.0 hr
 2.
     Subtotal conversion costs
     Subtotal direct costs

Indirect Costs

Depreciation

Cost of capital and taxes, 8.25%
 of undepreciated investment

Insurance & interim replacements,
 1.17% of fixed investment

Overhead:
 Plant, 10.0% of conversion costs
  less utilities
 Administrative, research & service,
  0.0% of operating labor & supervision

     Subtotal indirect costs

     Total annual operating cost
398,200

398,200



 89,900
00/M Ib
09/M gal
02/KWH

00/hr

0
5,800
241,700
165,400
1,800
504,600
902,800
                                    364,700


                                    939,600


                                    133,300



                                     25,700

                                          0

                                  1,463,300

                                  2,366,100
    Basis:  Remaining life of powerplant is 30 years.
            Coal burned is 464,800 ton/yr,  6400 Btu/lb,  10,000 Btu/KWH.
            Items previously noted.
                                     59

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           TABLE 32.   TOTAL AVERAGE ANNUAL OPERATING COST FOR A
                      500 MW BASE CASE FLY ASH ALKALI PROCESS*

                                                                    Total
                                                                    annual
            Item                 Annual  quantity  "  Unit cost, $     cost,  $
                                    49.8 M tons
                                  2,413,940.0 M Ib
                                  323,170.0 M gal
                                 52,247,390.0 KWH
Direct Costs

Raw Material:
 Lime

     Subtotal  raw material

Conversion Costs

Operating labor & supervision

Utilities:
 Steam
 Process water
 Electricity

Maintenance:
 Labor and material

Analyses                             2,810.0 hr

     Subtotal  conversion costs

     Subtotal  direct costs

Indirect Costs

Depreciation

Cost of capital and taxes,  8.25%
 of undepreciated investment

Insurance & interim replacements,
 1.17% of fixed investment

Overhead:
 Plant, 10.0% of conversion costs
  less utilities
 Administrative, research & service,
  0.0% of operating labor & supervision

     Subtotal  indirect costs

     Total annual operating cost
40.00/ton
                                  20,110.0 man-hr   10.00/man-hr
  .00/M Ib
  .09/M gal
  .02/KWH
                                                     2.00/hr
1,991,000

1,991,000



  201,100


        0
   29,100
1,044,900


  447,800

    5,600

1,728,500

3,719,500


  987,500


2,579,000


  365,700



   65,500

        0

3,997,700

7,717,200
* Basis:  Remaining life of powerplant is  30 years.
          Coal burned is 2,324,200 ton/yr,  6400 Btu,  10,000 Btu/KWH.
          Items previously noted.
                                    60

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               TABLE 33.   TOTAL AVERAGE ANNUAL  OPERATING  COST
                          FOR A 1000 MW FLY  ASH ALKALI  PROCESS*


Item Annual quantity


Unit cost, $
Total
annual
cost, $
Direct Costs

Raw Material:
 Lime

     Subtotal  raw material

Conversion Costs

Operating labor & supervision

Utilities:
 Steam
 Process water
 Electricity

Maintenance:
 Labor and material

Analyses
    99.6 M tons
40.00/ton
 28,440.0 man-hr    10.00/man-hr
  4,827,880.0 M Ib
  646,350.0 M gal
102,746,820.0 KWH
    4,570.0 hr
     Subtotal conversion costs
     Subtotal direct costs

Indirect Costs

Depreciation

Cost of capital and taxes, 8.25%
 of undepreciated investment

Insurance & interim replacements,
 1.17% of fixed investment

Overhead:
 Plant, 10.0% of conversion costs
  less utilities
 Administrative, research & service,
  0.0% of operating labor & supervision

     Subtotal indirect costs

     Total annual operating cost
  .00/M Ib
  .09/M gal
  .02/KWH
 2.00/hr
 3,982,000

 3,982,000



   284,400


         0
    58,200
 2,054,900


   808,100

     9,100

 3,214,700
 7,196,700



 1,781,900


 4,652,400


   659,800



   110,200

         0

 7,204,300

14,401,000
 * Basis:  Remaining life of powerplant is 30 years.
           Coal burned is 4,648,400 ton/yr, 6400 Btu/lb,  10,000 Btu/KWH.
           Items previously noted.
                                      61

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                   TABLE  34.  500 HW BASE CASE FLY ASH ALKALI PROCESS - ANNUAL OPERATING COSTS
Years
after
power
unit
start
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Annual Power unit
opera- heat
tion, requirement,
KW-hr Million Btu
/KW /year
7000
7000
7000
7000
7000
7000
7000
7000
7000
7000
5000
5000
5000
5000
5000
3500
3500
3500
3500
3500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
29750000
29750000
29750000
29750000
29750000
29750000
29750000
29750000
29750000
29750000
21250000
21250000
21250000
21250000
21250000
14875000
14875000
14875000
14875000
14875000
6375000
6375000
6375000
6375000
6375000
6375000
6375000
6375000
6375000
6375000
Power unit
fuel
consumption,
total NS C
/year
2324200
2324200
2324200
2324200
2324200
2324200
2324200
2324200
2324200
2324200
1660200
1660200
1660200
1660200
1660200
1662100
1162100
1162100
1162100
1162100
498000
498000
498000
498000
498000
498000
498000
498000
498000
498000
Sulfur
removed by
pollution
control
process,
tons/year
20700
20700
20700
20700
20700
20700
20700
20700
20700
20700
14800
14800
14800
14800
14800
10400
10400
10400
10400
10400
4400
4400
4400
4400
4400
4400
4400
4400
4400
4400
Dry sludge
equivalent
tons/year
214200
214200
214200
214200
214200
214200
214200
. 214200
214200
214200
153000
153000
153000
153000
153000
107100
107100
107100
107100
107100
45900
45900
45900
45900
45900
45900
45900
45900
45900
45900
Adjusted gross
annual revenue
requirement
including reg-
ulated ROI for
power company,
$/year
7717200
7635700
7554200
7472700
7391300
7309800
7228300
7146900
7065400
6983900
5900800
5819300
5737800
5656400
5574900
4727200
4645800
4564300
4482800
4401300
3258700
3177200
3095700
3014300
2932800
2851 300
2769900
2688400
2606900
2525500
Net annual
increase
in total
revenue
requirement.
7717200
7635700
7554200
7472700
7391300
7309800
7228300
7146900
7065400
6983900
5900800
5819300
5737800
5656400
5574900
4727200
4645800
4564300
4482800
4401300
3258700
3177200
3095700
3014300
2932800
2851300
2769900
2688400
2606900
2525500
Cumulative
net Increase
in total
revenue
requirement,
$
7717200
15352900
22907100
30379800
37771100
45080900
52309200
59456100
66521500
73505400
79406200
85225000
90963300
96619700
102194600
106921800
111567600
116131900
120614700
125016000
128274700
131451900
134547600
137561900
140494700
143346000
146115900
148804300
151411200
153936700
Total
        127500
                   541875000
                                  42333500
                                               377000
                                                            3901500
                                                                          153936700
                                                                                         153936700
                                                       62

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       TABLE 35.   COMPARISON OF RAW MATERIAL OPERATING  COSTS  FOR  LIME
                  SCRUBBING VERSUS FLY ASH  ALKALI  SCRUBBING*

1.3 pet
Equivalent
lime
process
100 MW Unit $ 538,100
500 MW Unit 2,691,000
1000 MW Unit 5,381,000
Coal-S
Fly ash alkali
process
(1 ime and
fly ash)
$ 398,200
1,991,000
3,982,000
0.75
Equivalent
lime
process
$ 290,900
1,455,000
2,909,000
pet Coal-S
Fly ash alkali
process
(lime and
fly ash)
-0-
-0-
-0-
 * Basis:   15 pet flue gas bypass for reheat.
           85 pet S02 removal  in absorber tower.
           1.0 CaO-total  to absorbed S02  mole  ratio  (0.74  mole  lime  CaO).
              TABLE 36.   SCRUBBER UNIT OPERATING COSTS  FOR  THE
                         FLY ASH ALKALI PROCESS*
                          1.3 pet Coal-Sulfur
                        100 MW  500 MW  1000 MW
                             0.75  pet  Coal-Sulfur
                           100 MW   500 MW   1000  MW
Coal burned, $/ton

Mills/KWH

Cents/106 Btu input
 5.09    3.32     3.10

 3.98    2.59     2.42

39.77   25.9     24.2
 4.23    2.46     2.24

 3.31    1.93     1.75

33.1     19.3     17.5
 *  Includes depreciation, cost of capital  and taxes,  insurance,
    and plant overhead.
                                     63

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                                REFERENCES

1.  Ness, H.M., F.I.  Honea,  E.A.  Sondreal,  and  P.  Richmond.   Pilot  Plant
    Scrubbing of S02  with Fly Ash Alkali  from North  Dakota  Lignite.
    Presented at 9th  Biennial Lignite  Symposium, Grand  Forks,  ND,
    May 18-19, 1977.

2.  U.S. BureaL of Mines, Division of  Fossil  Fuels.   Coal—Bituminous  and
    Lignite in 1973.   Mineral Industry Surveys, January 4,  1975, p.  5.

3.  Gronhovd, G.H., P.H.  Tufte,  and S.J.  Selle.  Some Studies  on Stack
    Emissions from Lignite Fired Power Plants.  Bureau  of Mines  1C  8650,
    1975, p.  103, 133.

4.  Energy Research and Development Administration.   Open file report.
    Survey of Coal and Ash Composition and  Characteristics  of  Western
    Coals and Lignites.  Grand Forks,  ND,  1975.

5.  Tufte, P.M., E.A. Sondreal,  K.W. Korpi,  and G.H.  Gronhovd.   Pilot  Plant
    Scrubber Tests to Remove S02 Using Soluble  Alkali in Western Coal  Ash.
    Bureau of Mines 1C 8650, 1974, pp. 103-133.

6.  Sondreal, E.A. and P.H.  Tufte.  Wet Scrubbing  of S02 with  Alkali in
    Western Coal Ash.  Paper No.  74-272,  67th Annual  Meeting  of  the  Air
    Pollution Control Association, June 9-13, 1974.

7.  Sondreal, E.A. and P.H.  Tufte.  Scrubber Developments in  the West.
    Presented at the  Lignite Symposium, Grand Forks,  ND, May  14-15,  1975.

8.  La Mantia, C., R.R. Lunt, J.E. Oberholtzer, and  E.L. Field.  EPA-ADL
    Dual Alkali Program Interim Results.   Presented  at  EPA  Symposium on
    Flue Gas Desulfurization, Atlanta, GA,  November  4-7, 1974.

9.  Murad, F.Y., L. Hillier, and P. Kilpatrick.  Boiler Flue  Gas Desul-
    furization by Fly Ash Alkali.  Presented at Mid-Continent  Area  Power
    Pool (MAPP) Environmental Workshop, Minneapolis,  MN, Nov.  18, 1975.
                                    64

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APPENDIX A
     65

-------
    TABLE A-l.   SUMMARY  OF  RESULTS  FROM  THE  DESIGN AND  OPERATING
                TEST  SERIES CONDUCTED AT L/G 60*

Add rate
ton/hr
Fly ash
16.4
16.3
16.6
15.6
25.4
25.2
14.7
15.1
17.0
16.2
25.9
26.6
Lime
-0-
-0-
-0-
-0-
-0-
-0-
9.9
8.5
4.2
7.3
6.4
7.1
S02-In
ppm-dry
1094
1121
1036
962
975
998
1880
1860
1880
1887
1890
1883
S02-0ut
ppm-dry
320
402
469
435
301
305
620
583
507
598
537
540
Pet removal
System
71
64.1
55
55
69.1
69.4
67
68.6
73
68.4
71.6
70.5
Tower
83.5
75.4
64.7
64.7
81.3
81.7
78.8
80.7
85.9
80.1
84.2
82.9
Recycle
slurry
PH
3.9
3.9
3.9
3.9
5.7
4.9
6.5
6.6
6.7
6.7
6.6
6.8

L/G based on gallons of recycle slurry per 1000 acf
saturated flue gas.
                                 66

-------
    TABLE A-2.   SUMMARY  OF  RESULTS  FROM THE  DESIGN AND OPERATING
                TEST  SERIES CONDUCTED AT  L/G 80*
Add rate
ton/hr
Fly ash
16.5
16.2
16.8
24.8
27.1
16.0
15.4
16.4
16.2
17.2
16.2
24.5
25.2
Lime
-0-
-0-
-0-
4.5
1.8
9.6
10.3
7.5
7.5
7.8
7.3
8.0
8.1
S02-In
ppm-dry
991
1120
1120
1096
1104
1984
1860
1935
1863
1887
1873
1887
1852
S02-0ut
ppm-dry
320
252
362
217
183
413
370
583
490
386
400
355
380
Pet removal
System
68
77.5
67.7
80.2
83.4
80.1
79.2
69.9
73.9
79.5
78.6
81.2
79.5
Tower
80
91.2
79.7
94.4
98.1
94.2
93.2
82.2
86.9
93.5
92.4
95.5
93.5
Recycle
slurry
PH
4.1
3.9
3.4
5.5
7.0
6.6
6.6
6.3
6.8
6.8
7.1
6.3
7.2

L/G based on gallons of recycle slurry per 1000 acf
saturated flue gas.
                                 67

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                                TECHNICAL REPORT DATA
                          (Please read Instructions on the reverse before completing)
1. REPORT NO.
 EPA-600/7-77-075
                            3. RECIPIENT'S ACCESSION-NO.
4. TITLE ANDSUBTITLE
Flue Gas Desulfurization Using Fly Ash Alkali
Derived from Western Coals
                            5. REPORT DATE
                              July 1977
                            6. PERFORMING ORGANIZATION CODE
             >      and E.A.Sondreal (ERDA), F.Y.
Murad (Combustion Equipment Associates), and K.S.
Vig (Square Butte Electric Co-op)
3. PER
                            8. PERFORMING ORGANIZATION REPORT NO.
9. PERFORMING ORGANIZATION NAME AND ADDRESS
U. S.  Energy Research and Development Administration
Box 8213 University Station
Grand Forks, North Dakota 58202
                                                      10. PROGRAM ELEMENT NO.
                             EHE624
                            11. CONTRACT/GRANT NO.
                            EPA Interagency Agreement
                            IAG-D5-E681
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
                             Final; 7/75-6/77	
                            14. SPONSORING AGENCY CODE
                              EPA/600/13
15.SUPPLEMENTARY NOTES IERL_RTP project officer for this report is Norman Kaplan, Mail
Drop 61, 919/541-2915;
is. ABSTRACT The report gjves results of tests investigating the use of Western coal fly
ash for scrubbing SO2 from powerplant flue gas, on a 130-scfm pilot scrubber at the
Grand Forks  (ND) Energy Research Center and on a 5000-acfm pilot scrubber at the
Milton R. Young Generating Station (Center,  ND).  Tests of the 130-scfm unit were
designed to investigate the effects of increased sodium concentration on SO2 removal
and rate of scaling. Parameters investigated included liquid-to-gas ratios (L/G),
stoichiometric ratios (CaO/SO2), and sodium concentration. Results indicate increased
SO2 removal  and decreased rate of scaling as sodium concentration increases.  Tests
of the 5000-acfm unit generated design and operating data for a full-scale 450 MW fly
ash alkali scrubber to be constructed at the same Station. Results indicate that suffi-
cient SO2 can be removed to meet NSPS requirements,  using only fly ash alkali when
burning  0. 75% sulfur lignite.  An 8-week reliability test was also performed. Fly ash
alkali scrubbing tests of flue  gas SO2 were also performed, using a subbituminous-
derived  fly ash and other  various lignite-derived fly ashes. A detailed analysis is
presented of capital investment and operating costs for  100, 500, and 1000 MW
scrubbers using the fly ash alkali process.
17.
                             KEY WORDS AND DOCUMENT ANALYSIS
                DESCRIPTORS
                b.lDENTIFIERS/OPEN ENDED TERMS  C. COSATI Field/Group
 Air Pollution
 Electric Power Plants
 Flue Gases
 Desulfurization
 Fly Ash
 Alkalies
Coal
Scrubbers
Sulfur Dioxide
Sodium
Air Pollution Control
Stationary Sources
Western Coals
Fly Ash Alkali  Process
13B      21D
10B
21B      07B
07A,07D
13. DISTRIBUTION STATEMENT

 Unlimited
                19. SECURITY CLASS (This Report/
                 Unclassified
                        21. NO. OF PAGES
                              78
                20. SECURITY CLASS (Thispage)
                 Unclassified
                                                                   22. PRICE
                                        j
EPA Form 2220-1 (9-73)
              68

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