v>EPA
         United States
         Environmental Protection
         Agency
          Industrial Environmental Research
          Laboratory
EPA-600/7-78-225
November 1978
Utilization of
Lime/Limestone Waste in
a New Alumina Extraction
Process

Interagency
Energy/Environment
R&D Program Report

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This report has been assigned to the INTERAGENCY ENERGY-ENVIRONMENT
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                                       EPA-600/7-78-225

                                          November 1978
    Utilization of Lime/Limestone
Waste in  a  New Alumina Extraction
                      Process
                           by

                    E.P. Motley  and T.H. Cosgrove

                         TRW, Inc.
                        One Space Park
                    Redondo Beach, California 90278
                      Contract No. 68-02-2613
                         Task No. 14
                    Program Element No. EHE624A
                   EPA Project Officer: Julian W. Jones

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

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

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                                 DISCLAIMER

     This report has been reviewed by the Industrial Environmental Research
Laboratory, U.S. Environmental Protection Agency, and approved for publica-
tion.  Approval does not signify that the contents necessarily reflect the
views and policies of the U.S. Environmental Protection Agency, nor does
mention of trade names or commercial products constitute endorsement or
recommendation for use.
                                      111

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                                  FOREWORD

     Man and his environment must be protected from the adverse effects of
pesticides, radiation, noise, and other forms of pollution, and the unwise
management of solid waste.  Efforts to protect the environment require a
focus that recognizes the interplay between the components of our physical
environment—air, water, and land.  The Industrial Environmental Research
Laboratory contributes to this multidisciplinary focus through programs
engaged in
     t   studies on the effects of environmental contaminants
         on the biosphere, and
     •   a search for ways to prevent contamination and to
         recycle valuable resources.

     This report, prepared by TRW Systems for the Environmental Protection
Agency, Industrial Research Laboratory, Research Triangle Park, North Carolina,
presents the results of a four month study to evaluate a new alumina extrac-
tion process which utilizes as a feedstock lime/limestone waste generated in
the removal of sulfur dioxide (S02) from stack gases of coal burning power
plants.  This study includes a base case preliminary process design and
economic evaluation, an applicability evaluation and an investigation of the
critical/cost sensitive areas of  the process.
                                       iv

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                                  ABSTRACT

     This report describes results of a preliminary process  design and economic
evaluation of a processing scheme for using lime/limestone scrubbing wastes as
a source of calcium in the extraction of alumina (for use in aluminum produc-
tion) from low grade domestic ores such as clays or coal ash.  The other
principal feedstocks for the process are soda ash and coal.   The products are
alumina, elemental sulfur and dicalcium silicate, an alternate feedstock in
the manufacturing of port!and cement.

     The conceptual plant is located next to a 1000 MW coal  burning power plant
which generates more than 1,000,000 tons per year (TRY) of lime/limestone
scrubber wastes.  In addition to the scrubber wastes, the process will require,
yearly, 12,000 tons of soda ash, 300,000 tons of clay and 273,000 tons of coal
to produce 70,000 tons of alumina, 156,000 tons of sulfur and 625,000 tons of
dicalcium silicate.  Dicalcium silicate can be used to produce 860,000 tons of
Portland cement per year.  The required selling price for the alumina produced
at 10 percent discounted cast flow (DCF) would range from $195 to $370 per ton
as a function of sludge removal credit, exclusive of cement manufacture.  How-
ever, if this alumina plant were co-located with a 860,000 TRY portland cement
plant selling cement at $50 per ton, the alumina produced would have a range
of selling prices, depending on sludge removal credit, of from $27 to $221 per
ton at  10 percent DCF.

     The chemistry of the process is similar to that for the  lime-soda-sinter
reaction except that the reaction proceeds in a reducing rather than an
oxidizing atmosphere.  The reaction is summarized as follows:
     Sludge + Soda + Clay -*• Soluble Sodium Aluminate +  Insoluble  Dicalcium
     Silicate or, 4CaS04 + Na2C03 + Al203'2Si02'2H20 +  Reducing Combustion
     Gases •*• Na20'Al203 + 2Si02'(2CaO) +  H2S + Combustion Gases.

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                                  CONTENTS

                                                                         Page

DISCLAIMER 	    ^
FOREWORD	    "i
FIGURES	     v
TABLES	•	    vi
ABSTRACT	    vii
1.  INTRODUCTION 	     1
2.  CONCLUSIONS	     3
3.  RECOMMENDATIONS	     6
4.  TECHNICAL DISCUSSION 	     7
         CHARACTERIZATION OF SCRUBBER WASTE	     7
         BASE CASE PROCESS DESIGN DEVELOPMENT	     9
         BASE CASE PROCESS CAPITAL AND OPERATING COSTS  	    25
         RAW MATERIAL COST AND PRODUCT VALUE  	    38
         PARAMETRIC  EVALUATION OF COST SENSITIVITY  	    40
REFERENCES	    45
APPENDIX  A	    47
APPENDIX  B	    4s
                                      v1

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                                   FIGURES

Number                                                                   Pa9e
   1     Total Utilization Concept 	     4
   2     Feed Preparation and Sintering Section	    ^2
   3     Dicalcium Silicate Extraction and Recovery Section	    13
   4     Desilication Section	    ^
   5     Alumina Recovery Section	    ^5
   6     Soda Ash Recovery Section	    16
                                       vii

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TABLES
Number
1
2
3
4
5
6
7

8

9
10
11
12
13
14


FGD SCRUBBER SLUDGE CHARACTERISTICS 	
SINTERING AND REDUCTION ZONES 	
MATERIALS BALANCES 	
TOTAL ESTIMATED CAPITAL REQUIREMENTS 	
TOTAL ESTIMATED CAPITAL REQUIREMENTS 	
DAILY PLANT UTILITY REQUIREMENTS 	
FEED PREPARATION AND SINTERING SECTION
EQUIPMENT LIST - MAJOR ITEMS 	
DICALCIUM SILICATE EXTRACTION & RECOVERY SECTION
EQUIPMENT LIST - MAJOR ITEMS 	
DESILICATION SECTION EQUIPMENT LIST - MAJOR ITEMS 	
ALUMINA RECOVERY SECTION EQUIPMENT LIST - MAJOR ITEMS. . . .
SODA ASH RECOVERY SECTION EQUIPMENT LIST - MAJOR ITEMS . . .
ESTIMATED ANNUAL OPERATING COST 	
ESTIMATED ECONOMICS OF PORTLAND CEMENT MANUFACTURE 	
ALUMINA SELLING PRICE AND SLUDGE CREDIT AS A FUNCTION
OF PRINCIPAL ECONOMIC FACTORS 	
Page
8
17
18
26
27
29

30

31
32
33
34
36
37

41

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                                  SECTION 1
                                INTRODUCTION

     The first generation of flue gas desulfurization systems is presently
expanding in usage throughout the electrical power industry.  These systems
consist primarily of lime or limestone stack gas scrubbers in which the alka-
line earths react with flue gas sulfur dioxide to form calcium sulfates and
sulfites.  The reactions transpire in a water slurry (wet scrubber) and produce
large quantities of waste material identified as sludge.  The solid portion of
the sludge consists of calcium-sulfur compounds, fly ash, and calcium carbon-
ate.  The liquid portion of the sludge contains calcium, chloride and sulfate
ions, and may contain sodium and magnesium ions along with ions of trace
elements primarily from the fly ash.  Because of this composition, there is
concern the contamination of natural water supplies may occur through perco-
lation to ground or surface waters in the vicinity of sludge disposal sites.
Thus, alternate methods of treating and/or disposing of scrubber waste sludge
are being studied.

     The study presented herein investigates the commercial utilization of
calcium sulfate/sulfite sludge as a coreactant in the extraction of alumina
from an aluminosilicate ore, kaolin clay.  The study provides a preliminary
process design and economic evaluation of a hypothetical plant situated in the
southeastern United States which utilizes the sludge output from a 1000 MW
power plant stack gas scrubber.  Although alumina is the desired product of
the process, dicalcium silicate, and alternate feedstock in cement manufac-
ture*, is also produced in large quantities in addition to high purity sulfur.
As a result, a process complex which includes a proportionately sized cement
plant has been assessed as the most economically viable arrangement.  The
industrial complex is co-located with the electrical power plant.
*
 Tricalcium silicate is normally used.

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     Present alumina production in the United States is based exclusively upon
the Bayer process, or variations thereof, which utilize bauxitic ore feedstocks.
Domestic production of bauxite is approximately 10 percent of consumption with
dependence for the remaining supply centered on the Caribbean area and other
sources external to the United States.  Domestic reserves have been estimated
(1965) at 45 MM tons*or 0.8 percent of the total world supply.  The annual
U.S. demand for aluminum «etal is expected to be at least 21.2 MM tons of
bauxite by the year 2000.  This latter figure is roughly equivalent to 41.4 MM
tons of bauxite ore.  The insufficiency of U.S. domestic bauxite reserves is
therefore obvious and a need exists to investigate alternate mineral sources
of aluminum and related processes for the extraction of same.  This fact is
compounded by the equally obvious susceptibility to increase that imported
bauxitic ore prices may have in future international markets.

     Alternate  sources of aluminum exist in abundance within the continental
United States.  These sources  take the form of  large low-grade bauxitic clay
deposits, thin  or deeply buried bauxite deposits,  low-grade gibbitic bauxite,
low-grade ferruginous bauxite, nonbauxitic clays of the kaolin type, anor-
thosite, dawsonite  and alunite.  The  ultimate  source of aluminum is expected
to  include a nonbauxitic clay  of the  kaolin type.
  Metric conversions are  provided  in  Appendix  A.

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                                  SECTION 2
                                 CONCLUSIONS

     The results of this study indicate that an alumina extraction  process
employing calcium sulfate/sulfite sludge, sodium carbonate and kaolin clay  as
coreactants could be commercially feasible* under present economic  conditions
provided that the alumina extraction plant includes a cement producing facil-
ity which utilizes the dicalcium silicate by-product from the alumina extrac-
tion process as feedstock.  Should bauxite prices escalate, the estimated
selling price for alumina as output from an alumina plant not possessing a
cement facility may become competitive.  Each of the above conclusions are
based upon a sulfur credit of $10 per ton and a sludge disposal credit of $5
per wet ton (50 percent solids).  These credits are considered conservative.
The process is illustrated in Figure 1.  The 10 percent discounted cash flow
(DCF) price for alumina from a lime/limestone sludge utilization facility is
$124 per  ton including  a sludge disposal credit and sulfur and cement by-product
credits.  Without these credits, the price of alumina  from this process is
$421 per  ton.  The current market value of alumina  (from  bauxite) is  $160 per
ton.

     Up to  1.4 million  tons of sludge  per year may  be  produced by one 1000 MW
generating  facility.   In  the  conceived process,  this output  is effectively
converted into  alumina,  cement and  sulfur.   Yearly  output from the complex  is
approximately 858,000  tons of cement,  70,000 tons  of alumina and 156,000 tons
of sulfur.  The  required  alumina  selling  price  for  the base  case alumina plant,
exclusive of cement manufacture,  is $292  per ton  at a  10 percent DCF rate  of
return.   When total utilization  of  the alumina  plant by-products is  considered,
 *  Under the  assumption that the chemistry will  proceed at satisfactory rates
    with a minimum of side reactions.   This assumption must be verified at
    bench and  pilot scale levels.

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     LIMESTONE
       QUARRY
         LIMESTONE
     POWER PLANT
       (1000 MW)
LIMESTONE
    375 M
                                                 COAL
                                              3,325 M
          t
                              COAL MINE
COAL
228 M
 COAL
250 M
                                            SLUDGE (50% SOLIDS)
                                            1,365 M
                                                             CLAY STORAGE
CLAY
317 M
     CEMENT PLANT
                               652 M
                          DICALCIUM SILICATE
                                    ALUMINA PLANT
                                                                          SODA ASH
                          12 M

                          LIME
                                                                           5 M
       PORTLAND
        CEMENT
        858 M
                         Figure 1.
                                  ALUMINA
                                   70 M

                   Total Utilization Concept
                   (Quantities in tons/yr)
              SULFUR
               156 M

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i.e., cement manufacture with cement sold at $50 per ton, the selling price of
alumina drops to $124 per ton at a 10 percent DCF rate of return and $182 per
ton at a 12 percent DCF rate of return.  These latter prices compare favorably
with the present market value of alumina as produced from bauxite of $160 per
ton.  In each of the above cases, a sulfur credit of $10 per ton and a sludge
disposal credit of $5 per wet ton (50 percent solids) were assumed.

     Alternate means of sludge disposal are available to power utilities.
Depending on the disposal site and applicable regulations, these include
ponding and landfill of both treated and untreated waste.  Present cost for
chemical treatment range from $7.50 to $11.40 per wet ton (50 percent solids)1.
Estimates for ponding run slightly lower but do not include disposal site and
reclamation subsequent to pond life.  Based on these cost estimates, sludge
credits of $5 to $10 per wet ton are felt to represent complete disposal/
utilization of the waste material, and therefore are used in this study.

     The chemical functioning of this process is predicted upon several tech-
nical assumptions (see Recommendations, Section 3).  The validity of these
assumptions must be proven via laboratory experimentation before it may be
concluded that the potential for a technically viable extraction process
exists.  Other elements of the process not dependent upon the referenced
                                                                         2 3
assumptions have been demonstrated in earlier work by the Bureau of Mines '
                    4
and TRW Systems Inc. .  Given the laboratory demonstration of the validity of
the process chemistry assumptions, sufficient technical justification will
exist to proceed with a development program.  No unusual equipment has been
identified and plant construction can be accomplished with standard items.

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                                  SECTION 3
                               RECOMMENDATIONS

     Technical assumptions are implicit in the conceived design.  Laboratory
verification of these assumptions is necessary before any developmental  work
may proceed.  It is recommended that laboratory investigation be conducted to
verify that:
     0   the reactions of soda, alumina, calcium and silica to form
         dicalcium silicate and sodium aluminate will proceed in a
         reducing atmosphere to a high percentage completion;
     •   the reaction rates are sufficiently fast to be practical;
     •   side reactions do not occur which inhibit the formation of
         soluble sodium aluminate and thus negate the output of
         alumina;
     •   coal can be used to produce a reducing atmosphere in the
         proper amounts in this processing scheme;
     •   the dicalcium silicate by-product possesses the necessary
         mechanical properties for compatibility with standard
         cement manufacture.

     It is additionally recommended that an alternate processing scheme in
which the principal product is cement (tricalcium silicate), be considered.
This latter scheme would use sand and lime/limestone scrubber sludge as primary
feedstocks.  Physically, the design of such a process need not extend beyond
grinding of the kiln sinter and hence would require significantly less capital
than the alumina extraction process.  Such a process would also be less energy
intensive.  Because of the potential for increased economic  leverage implied
in  this scheme, a  preliminary'  study for the purpose of assessing technical
viability and quantifying the  economic variables is recommended.

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                                  SECTION 4
                            TECHNICAL DISCUSSION

CHARACTERIZATION OF SCRUBBER WASTE
     Table 1 presents reported data on sludge composition derived from a  number
of flue gas desulfurization (FGD) demonstration scrubbers based on limestone,
lime, and double-alkali scrubbing.  As indicated in Table 1, the sludges  were
generated from the scrubbing of flue gas (FG) originating from the combustion
of fuels of substantially different sulfur and ash content (columns 2 and 3),
scrubbed under a variety of conditions (columns 5, 6, and 7), and with or with-
out simultaneous ash removal (column 8).  The scrubbing system can be either
closed or open loop (column 4).  A closed loop system is one in which the only
liquid that leaves the system is that occluded with the solids.  Conversely,
an  open loop system has a direct liquid discharge.  Thus, the sludge com-
positions presented represent a good sample of the spectrum of waste sludges
expected from FGD throwaway processes.

     The common components in all FGD waste sludges are calcium sulfite,  cal-
cium sulfate, calcium carbonate, and water.  Limestone scrubber sludges contain
substantial quantities of unreacted limestone.  Double-alkali sludges contain
minor quantities of alkali metal sulfites and sulfates.  All these sludge
components influence, at least to a minor extent, the cost of producing alumina
from clays.  Ash may or may not have an influence on the cost of the process
depending on its composition.

     Alumina production from clays requires calcium and alkali metal oxides as
process feeds in addition to clay.  The large concentration of calcium in flue
gas desulfurization waste sludges renders them an attractive feedstock for the
alumina process.  The oxidation state of the sulfur is expected to have little
influence on the alumina production process except as it affects the water
content of the slurry.  Sulfite is preferable to sulfate because of higher

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                               TABLE 1.  FDS SCRUBBER SLUDGE CHARACTERISTICS
00
Facility Coal
Sulfur Ash
Type
Scrubber
Stolchio- pH
metery 1n
Ca/S02 Scrubber
o2/so2
Sludge Composition
. (Dry Basis, Wt. X) Solids
Fly Ash CaSO, CaS04 CaC03, Content
1/2 H20 2H25 or CaO NazS04 1n Sludge
(mole/mole) (mole/ratio) (%) (%) (%)
Kansas City
Power a Light
Hawthorne 4
Commonwea 1 th
Edison, Mill
County 1
City of Key West
Stock Island
Kansas City Power
& Light, LaCygne
Arizona Public
Service Choi la
Shawnee


Shawnee

Louisville Gas
a Electric
Paddy's Run
So. Cal . Edison
Mohave 2
FMC Mobile
Scrubber
GM Parma, Ohio
Chevrolet Plant
Kawasaki /Kureha

Showa Denka
KK/Ebara
Envirotech

Selected Base Case
for Alumina Process
3


3.5


2.0
(oil)
5.3

.5

3.5


3.5

3.7


.4

4.8

2.5

1.2-1.5
(oil)
2.5-3.0
(oil)
.4

3.5

13


15


.04

22

10

12


12

14


16

NA

NA

NA

NA

NA

12

Limestone
Closed Loop

Limestone
Open Loop

Limestone
Open Loop
Limestone
Closed Loop
Limestone
Open Loop
Limestone
Closed Loop

Lime
Closed Loop
Lime
Closed Loop

L1me
Closed Loop
Double
Alkali
Double
Alkali
Double
Alkali
Double
Alkali
Double
Alkali
Lime

Typical ash composition: Silica (S10?)«47
Magnesia (MgO)«.5, Sodium Oxide (Na20>.5,
(P205)=.l.



1.


1.


5.

1.

1

1.


1

1


1

1

1

1

5


.5


,0

9

.0

.2


.0

.0


.0

.05

.5

.0

NA


1.1-1.5

1


.0

, Alumina
Titanium


5.5-4.5


5.9-5.7


7.5-6.5

6.0-5.6

6.5-5.2

7-6


9-5

9.0-5.3


9-5

6-7

9 in
5.5-6 out
6.9-7.3

6.3

7.5-7.7 in
6.5 out
9-5

20


40


30

30

100

30


30

30


300

23

1000

37

NA

33

30

(Al,0,)»25, Ferric Oxide
Dioxide (T102)=l, Sulfur


45


15


1

15

65

37.9
34.7
38.3
42.5
46.9
4


3

21.4

1-2

Low

Low

1-2

2

(Fe20
Triox

17


50


20

40

15

30
33
30
46
23


15


5

15

20

.4 14.5
.1 17.2
.9 16.6
.5 11.8
38.6 14.1
94


2

73









70

2


95

.5

85-73
(CaSOx)
MOO

MOO

87-81
(CaSOx)
23

,)=20, L1me (CaO)=-3
Tde (503)=!, Carbon


(X) (Wt X)
15 M3 40


20 -vO 35


74 i-O 50

30 *JQ 35

0 ^0 50

21.8 •"O 36.5
19.7 ^0 37.2
11.9 'xO 33.3
3.4 ^0 46
3.9 ^0 46
0 ^ 40


0 ^0 65

1.75 1.18 65

10-20 4-5 50
(Ca[OH]2)
<300 ppm 40

<300 ppm NA

10-15 2 60-70

5 *0 46

, Potassium Oxide (K20)«l
(c)=2, Phos Pentoxide


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calcium content per unit weight.  However, dewatering the sulfite requires more
energy than dewatering the sulfate.  Water may have a beneficial effect in the
blending of the process feedstock but it will affect adversely process ener-
getics.  Everything else being equal, the presence of alkali metals in the
sludge is highly desirable.  Ash may be considered as clay; therefore, its
desirability as a sludge component depends on its alumina concentration.
Although the composition of coal ash is extremely variable, the AlpCU/SiCL
ratio for a typical coal ash is 1/2.  This is the same ratio found in kaolin
clays.

     It is apparent from the above discussion that selection of a waste sludge
composition as feedstock for alumina production may influence process cost.
Thus, the sludge recommended for use as the feed to the alumina process in the
baseline scheme analysis was that most closely representing the mean composi-
tion of the various sludges presented in Table 1.  The lime sludge from the
TVA Shawnee plant fits this criterion.  (The selection was partially influenced
by sludge characterization data availability and reliability.)

     The sludge composition used as a base-case feed to the alumina process is
that shown in the last row of data in Table 1.  The composition of the selected
waste sludge differs from the actual composition of the Shawnee lime sludge
only in ash content.  Because ash content and composition varies widely with
fuel and because not all scrubbers utilize simultaneous SO  - ash removal, it
                                                          J\
was decided that the base case engineering analysis should not include ash
concentrations greater than those found in sludges generated from the SOX
removal of "particulate-free" FG.  The ash content of the slurry can then be
treated parametrically as an alumina/silica ratio in the sludge or as a clay
composition variable.

BASE CASE PROCESS DESIGN DEVELOPMENT
     This process for utilizing lime/limestone scrubber wastes  in the extrac-
tion of alumina from clay  is based on the following criteria:
     1)  Feedstock:  Sulfur dioxide wet lime/limestone scrubber wastes
         sludge delivered  by pipeline from a 1000 MW power  plant co-
         loscated with  the process plant.  The feed sludge  will contain
         50 percent water  and 50 percent  solids with the following
         composition:
                                      9

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        Sludge Composition, weight percent on dry basis
              CaO                40.69
              S02                34.72
              S03                10.70
              C02                 2.2
              Fixed Water         9.70
              Fly Ash             2.0
    Kaolin  clay (containing 20 percent water) delivered by
    rail to the plant site from a local mine.
        Clay Composition, weight percent dry basis
              A12°3              30
              Fe2°3               3
              Si02               50
              LOI                15
              Other
    Sodium carbonate delivered by rail from a local supplier
2)  Plant location:  Southeastern portion of U.S.A.
3)  Reactions:  The reactions of soda, alumina, calcium and
    silica will proceed to 96 percent completion given that
    these components exist in the following weight ratios:
        CaO/Si02 = 1.8 and Na20/Al203 = 1
4)  Steam:  Steam for evaporators and autoclaves will be gen-
    erated in waste heat boilers on the rotary kilns.  Addition-
    al steam requirements will be met by combusting kiln off-gases
    and coal.
5)  Process:   Bituminous coal will be  delivered by rail or trans-
    ferred  from a  local mine  and  preparation plant.
                 Coal Composition
              Moisture            1.5
              Volatile Matter    26.7
              Fixed Carbon       57.9
              Ash                 13.9
              C                   72.7
              H                   4.5
                                 10

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                   0                   3.7
                   N                   1.2
                   S                   4.1
                   H.V.                13010 Btu/lb
     6)  Water:   Plant water requirements  are satisfied with  water
         obtained from the sludge feedstock.
     7)  Effluents:  Anticipated pollution  control devices  are
         included in the design and priced  as units.

     The plant design parallels the Bureau  of Mines (BuMines) lime-soda-sinter
process in which alumina is extracted from clay by sintering  with soda ash  and
limestone .  The sinter is leached using a diluted sodium carbonate solution
to form sodium aluminate solution.  This solution is  treated  with lime to
remove dissolved silica and then carbonated to precipitate alumina  trihydrate.
The tri hydrate is calcined to ex-alumina.

     The TRW process is an adaptation of the BuMines  lime-soda sinter process
in that lime/limestone waste sludge from sulfur dioxide wet scrubber systems,
as used in coal burning power plants, replaces limestone as a major feedstock.
Sulfur and dicalcium silicate are recovered as by-products.  The major benefit
derived via the TRW concept is that it permits the processing of sulfur con-
taining feedstocks.

     The TRW process for utilization of lime/limestone wastes is separated
into five sections:  Feed Processing and Sintering, Dicalcium Silicate Extrac-
tion and Recovery,  Desilication, Alumina Recovery and  Soda Ash Recovery.
Process flow diagrams for each of these sections  are shown in Figures 2
through 6.  Material balances are shown in Tables 2 and  3.

Feed Processing  and Sintering
     In the feed processing and  sintering  section  (Figure 2)  raw kaolin clay,
lime/limestone scrubber waste sludge,  sodium carbonate solution and recycled
desilication residue are  ground  and blended  in tube mills to  prepare  a mixture
for sintering.   The wet mixture  is fed  to  indirect dryers where 250 psig steam
is used to supply  7,000 MM  Btu/D to drive  off  6,326,000 Ib/D of water, leaving
                                     11

-------
ro
                                                                                        SPRAY DBJM   (1	I)   (FIGUK 3)
                                                              TO CON06NSATE TANK
                                  Figure  2.   Feed Preparation and  Sintering Section

-------
                                                                                   FROM A1(OH)3 FIITER
                                                                                   WASHING SOLUTION
                                                                                   (FIGURE 5)
Figure  3.  Dicalcium  Silicate  Extraction and  Recovery Section

-------
        f«OM AI(OH)3 fllTM WASHING SOLUTION in GUM 9)
                                                                    PKtSSUtt
                                                                    Plin«    _   HBGNANT SOLUTION
                                                                               	TO MIX TANK _

                                                                                      (FIGUK 3)
                                                                             TOWETG«NDE«(flGU«E2)
Figure  4.   Desilication Section

-------
en
                                                                                                            34) TO STACK
                                                                                                                  O
                                     Figure  5.   Alumina Recovery Sections

-------
                                                             MULTIPLE EFFECT EVAPORATORS
No,CO, FROM CARBONATED SOLUTION
  *  3 THICKENERS SUKGE TANK

         (FIGURE 5)
                                                                                                                     TO CONDF.NSATE TANK
                                                                                                                                  —T* f  TO LEACH TANi
                                                                                                                                    >—^       AND WE
      IK
   D WET
GRINDING
 (FIGURE 3)
                                                                                                                       TO CONDENSATE TANK
                                             Figure 6.   Soda  Ash  Recovery  Section

-------
TABLE 2.  SINTERING AND REDUCTION ZONES
          MATERIAL AND ENERGY BALANCE

Basis: 1 day,

In
Al,0,-2SiO~
£. 3 C
CaC03
Na2C03
CaS04
CaS03
Fe2°3
Si02
NaAl 02
Ash and Other
Coal
Air
Total

Out
Al,0,-2SiO,
23 2
CaO
Na20
Ca2Si04
Fe203
Si02
NaA102
Ash and Other
so2
H2S
CO
co2
H2
H20
N,
Total
Heat loss
TOTAL
Tref.= 25°C

Lbs
860,537

242,940
707,661
709,608
2,539,481
45,340
310,843
225,248
109,030
1,180,481
5,242,803
12,173,971

Lbs
46,648

1,048,749
186,724
867,785
45,340
448,439
825,930
271,935
594,303
633,215
859,740
2,194,680
3,132
111,955
4,035,396
12,173,971
(16%)


HF at 780°C
kcal/gmole
-722.1

-248.4
-237.8
-329.5
-267.2
-167.5
-204.9
-255.8

0.731 at room temperature
Preheated with solid effluents

HF at 1200°C
kcal/gmole
-698.2

-139.4
-112.9
-571.5
-155.3
-198.2
-268.8

- 72.9
- 10.3
- 18.9
- 81.1
+ 7.9
- 49.4
+ 8.4




H MM Btu at
780°C (1436°F)
- 5,035.2

- 1,085.2
- 2,858.4
- 3,091.5
-10,165.6
85.6
- 1,907.6
- 1,265.2
+ 26.5
+ 173.9
+ 1,457.3
-23,836.6
H MM Btu at
1200°C (2192°F)
- 263.9

- 4,693.2
- 612.2
- 5,182.6
79.0
- 2,662.9
- 3,538.4
+ 85.4
- 1,216.6
- 346.1
- 1,045.9
- 7,284.4
+ 22.1
- 552.1
+ 2,165.1
-25,204.7
+ 1,368.1
-23,836.6
                   17

-------
                                        TABLE 3.  MATERIAL BALANCES
CD
Stream No. 1
In M lbs/0
Sludge
Ash, etc. 78
A1203
CaO 1 ,587
Na-0
C02 86
Si02
Fe?°l
H20 4,279
S02 1,354
S03 417
Total 7,801
Coal
Air
Gases
H2S
so2
CO
co2
H,
H?0
N2
Other
Total
23456 7 8 9 10 11 12 13 14 15 16
Recycle Water Drying Pulverized Reduction Sour Cooled Carbonation Stack Sweeten Na2C03
Na.CO, Clay Slurry Vapor Steam Coal Air Off-Gases Gases Sinter Gases Sulfur Gases Qjjes Leachate
30 109 2 277 17
52 453 535 530
1,614 1,598
481 499 494 204
294 401 128
1 756 777 769
45 45 45
1,659 605 6,553 6,326 7,366 (541) 563
1,354
417
2,487 1,889 12,304 6,238 7,366 29 27 4,220 895 912
1,180
5,243

633 633
594 594
860 860 860
2,195 2,195 380 4,088 2,346
3 3 2
112 339 80 481 924
4,035 4,035 622 6,686 4,482
4 37
8,432 8,659 1,085 11,292 8,613

-------
TABLE 3.  (CONTINUED)
Stream No. 17
In M Ibs/D Pregnant
Solution
Ash, etc.
A1203 509
CaO
Na20 716
C02 147
Si02 21
H20 4,834
so2
so3
Total 6,227
Coal
Air
Gases
so2
CO
co2
N2
Other
Total
18 19
Thickener Leaching
Underflow Solution
277
241 203
1,613 15
340 357
92 110
753 5
45
2,370 6,100
5,731 6,790







20 21 22 23 24 25
Filter Washing D1 calcium Pregnant Pregnant
Water So1ut1on Silicate Solution Solution Lime
277 1
4 42 51 458
1 ,598 27
51 33 72 644
35 16 15 132
748 2 18 1
45
3,409 1,401 1,080 483 4,351
3,409 1,491 3,839 623 5,603 29







26 27 28 29 30 31
Autoclave Water
Feed Steam Vapor Filtrate Water Si 11 cant
1 1
509 479 30
27 27
716 698 18
147 126 21
21 1 20
4,834 309 254 4,380 120 10
6,255 309 254 5,684 120 128








-------
                                                                      TABLE  3.    (CONTINUED)
        Stream No.   32
                              33
                                         34
                                                    35
                                                            36
                                                                   37
                                                                           38
                                                                                      39
                                                                                                 40
                                                                                                          41     42
                                                                                                                     43
                                                                                                                            44
                                                                                                                                    45
                                                                                                                                                46
                                                                                                                                                              47
                                                                                                                                                                       48
          ik./n
          IDS/U
         Sweetened  Alumina   Carbonatlon  Alumina
                                                                          Na2C0
                                                                                   Alumina
                                                                                        Caldner    Concentration  Condensate  Makeup
                                                                                                                                              Na7CO,
                    jirMl                                                                                                                      .
                    Gases     Seed       6*ses     Solution  Mater  Water   Solution  Trlhydrate  Condensate  Steam  A1r   Coal  Al?03  Off-Gases    solution
                                                                                                                                                             Na2C03
        Ash, etc.
        A1203
        CaO
        Na20
        coz
        S102
        Fe2°3
        H20
        so
                      115

                       30
                       17


                      273
           594

           727
           446
             1
 69

644
393
  1
          4,630    1,053   812     4,399
405

  2
  1
                                            424
                                                       209
                                                                 274
401

  2
  1
   69

  644
  393
    1

2,222
                                                                                                                  2,257
41
29
ro
o
Total
Coil
Air
Gases
H2S
soz
CO
co
                      380
                              435
                                          77
          6,398    1,053   812     5,506
                                                                                     833
                                                                                                209
                                                                                                          274
                                                                                                                582
                                                                                                                           404
                                                                                                                      56
                                                                                                                                      5

                                                                                                                                    151
                                                                                                                                               3,329
                                                                                                                                                           2,257
                                                                                                                                                                       70
         H20
         N2
         °2
         Other
         Total
              80
             622

               3
            1,085
103
622
  3

805
                                                        238
                                                        447
                                                          6
                                                          8
                                                        846

-------
the chemically fixed water in the clay.  The remaining 227,000 Ib/D of fixed
water is driven off in the preheaters where 1200°C (2192°F) reduction zone
off-gases are used to supply 1993 MM Btu/D to raise the mixture temperature
to 780°C (1436°F).  No sulfur compounds are expected to decompose here.  The
mixture is next reacted in an atmosphere produced by burning coal at 1200°C
(2192°F) with less than the stoichiometrically required amount of air.  Along
with the reactions associated with the combustion of coal, the following
chemical reactions are assumed to occur:
     Al203-2Si02 + 4CaS04 + Na2C03 + SCO + 8H2 £                         (1)
         2NaA102 + 2Ca2Si04 + 4H2$ + 9C02 + 4H20

     Al203'2Si02 + 4CaS03 + Na2C03 + SCO + 4H2 t                         (2)
         2NaA102 + 2Ca2Si04 + 4H2$ + 9C02

     Na2C03 £ Na20 + C02                                                 (3)

     CaS03 + CO + 2H2 J CaO + H2$ + C02 + H20                            (4)

     CaS04 + CO + 3H2 Z CaO + H2$ + C02 + 2H20                           (5)

     CaC03 t CaO + C02                                                   (6)

     H2S + 02 J S02 + H2                                                 (7)

     H20 + CO t C02 + H2                                                  (8)

     2H2 + 02 * 2H20

 The  amount of air supplied  was  determined  so  as  to obtain the gaseous products
 in the  following  proportions:
     H2S:S02 =2:1
     H2:H20  =  1:4
      and [C02][H2]
          [CO][H20]   -

                                      21

-------
If a 2:1  molar ratio of HoS to S02 can be obtained in the kilns, the Claus unit
furnace is not required.  The mass and energy balances for the sintering and
reduction kilns are shown in Table 2.  The reduction zone off-gases are used
to preheat the solids entering the sintering kiln.  In doing so, the gas tem-
perature drops to about 704°C (1300°F).  The hot gas is then used to generate
some 1,794,000 Ib/D of 250 psig steam before the temperature is lowered to
232°C (450°F), a temperature at which it can join the 232°C (450°F) gases from
alumina trihydrate calcination in the first Claus converter.

     The sulfur plant is a Claus unit, minus a furnace and waste heat boiler,
coupled with a Beavon tail gas plant.  The units are sized to produce 400 long
tons per day of sulfur.  The steam requirement on the Claus plant is that re-
quired to reheat the gas from the first condenser before it is fed to the second
converter.  All the boiler feedwater for this plant is heated to 93°C (200°F)
in cooling coils on the two sulfur condensers of the Claus plant.  The sweet-
ened gases are burned in a low Btu boiler which generates 3860 MM Btu of 250
psig steam.  A percent of the combustion products is used for carbonation.

     Solid products from the reduction zone kiln are cooled to 60°C (140°F) in
preheating the air used for combustion.  These solids are then wetted to
facilitate conveyance of the next section.

     Several assumptions were made in the feed preparation and sintering
sections, the viability of which can be tested only in a laboratory.  The first
assumption was that the hydrogen and carbon monoxide required by the quasi-
sintering reactions, reactions (1) and (2), could be produced by combustion of
coal with less than the stoichiometrically required air in a rotary kiln.  The
process may require a coal gasification reactor for some, or all of the coal
required in the reactions.  The second assumption was that the proper order
for the reactions was sintering first, bringing the materials to reaction
temperatures, and then reduction to convert most of the sulfur produced to
hydrogen sulfide.  It may be that the correct order is just opposite to that
assumed.  The third assumption was that the amount of air calculated would
produce a product similar to that from a Claus furnace.  It may be that almost
                                      22

-------
all of the sulfur produced in the kilns will be in the form of hydrogen  sul-
fide.  If so, H-S will be separated from the other gases in an absorption  pie
and then converted to sulfur using a traditional  Claus process.
Pi calcium Silicate Extraction and Recovery Section
     In the dicalcium silicate extraction and recovery section (Figure 3), the
cooled, wet sinter, containing 530,000 Ib/D of alumina, proceeds through a
grinder/rake classifier section to the sodium carbonate leach tanks.  A por-
tion of the recovered sodium carbonate solution is added to the grinder and
the remainder is pumped to the 60°C  (140°F) sodium carbonate leach tank.  The
leach tanks were sized for a 30 minute capacity.  The leach tank effluent is
pumped to a thickener where the pregnant solution is separated from the dical-
cium silicate slurry.  The thickener has a settling area of 1.7 square feet
per ton of dry solids per day.  The  pregnant solution, thickener overflow, is
pumped to a filter.  The filter residue is added  to the dicalcium silicate
product.  The filtrate is pumped  to  the desilication section.  A sugar solu-
tion is available  for pumping  to  the thickener  in case the solution gels.  The
thickener underflow  is washed  countercurrently  in three thickeners.   Overflow
from the first thickener is  recycled to the  leach tank.  Overflow from the
second thickener  is  used as wash  solution  for the first and overflow  from the
third  thickener is wash solution  for the  second.  Underflow from the  third
thickener  is  vacuum  filtered.   The three  thickeners  have settling areas  of
about  3.2,  3.4, and  3.5  square feet per  ton  of  dry  solids  per day respectively.
Approximately 1,491,000  Ib/D of recovered washing solution from the alumina
 trihydrate  filter in the  alumina  recovery section is  used  as  wash solution  for
 this  vacuum filter.   Recovered solution  is used as  wash  for the third thick-
 ener.   The filter residue  is 3,843,000 Ib/D of dicalcium silicate product
 which  is  sent to  product storage and later to a cement manufacturing plant
 where  it replaces most of the lime and silica feedstocks.

 Desilication Sections
      The pregnant solution from the dicalcium silicate recovery section (Figure
 4) is divided so that about 10 percent of the stream is used  for slaking lime.
 The other 90 percent is preheated to 199°C (390°F), mixed with the cool

                                      23

-------
lime containing solution and sent to one of five batch autoclaves to be held at
177°C (350°F) and 100 psig for 2 hours.  Most of the silica in solution reacts
to form a precipitate assumed to be 2Na20-2Al203'3Si02-5H20.  Six percent of
the alumina and three percent of the soda in solution also precipitate along
with the silica.  The slurry from the autoclave is sequentially flashed at
30 psig and then at atmospheric pressure.  Approximately 309,000 Ib/D of 30
psig steam is recovered from the first flash vessel.  The pregnant solution
is then separated from the desilication residue in a five foot per ton of dry
solids surface area thickener.  Underflow from the thickener is washed and
vacuum-filtered.  Almost 128,000 Ib/D of filtered desili cation residue is
recycled to the wet grinder in the feed preparation and sintering section of
the plant.  Filtrate from the vacuum filter and overflow from the thickener
are pumped through pressure leaf filters to the mix tank in the alumina re-
covery section.  Residue from the leaf filters is added to recycled desilica-
tion residue or sent to solids disposal.

Alumina Recovery Section
     In the alumina recovery section (Figure 5) flue gases from the calcining
kiln are bubbled into the desilicated solution as it is pumped to the mix
tank.  To promote precipitation, 434,391 Ib/D of alumina tri hydrate seed,
about 25 percent of the alumina that precipitates, is added to the mix tank.
The solution is then pumped through three stages of carbonation where flue
gases from the steam generation are used to reduce the solution pH to the
level required for aluminum tri hydrate precipitation.  About 86 percent of the
alumina in the desilicated liquor precipitates according to the following
reaction:
     Na0-Al0  + C0  + 3H0 + A10-3H0 + NaC0                         (10)
                          2
The slurry from the final stage of carbonation is pumped to hydroclassification
and mechanical classification.  Overflow from classification contains aluminum
tri hydrate fines which are recovered in two thickeners and recycled to the mix
tank as seed.  Overflow from the fine aluminum tri hydrate thickeners are pump-
ed to a sodium carbonate solution surge drum.  Approximately 30 percent of the
sodium carbonate is recycled to hydroclassification.  The remaining 5,587,017
                                      24

-------
Ib/D of solution is pumped to the soda ash recovery section.   Coarse aluminum
trihydrate is contained in the classifier underflow and is filtered and washed
in drum filters.  Twenty-five percent of the filter cake material is free
water which is removed with 250 psig steam in an indirect dryer.  The dried
material, 624,238 Ib/D, is calcined at 1093°C (2000°F) to a-alumina.  The cal-
cination reaction is shown in equation (11):
     A1203-3H20 -* A1203 + 3H20                                           (11)
the product has the following composition:
     A12°3
     Na20
     co2
 Soda Ash  Recovery  Section
     The  soda ash  recovery  section  (Figure  6)  consists  of  triple effect evap-
 orators.   Thickener  overflow from the  carbonated  solution  surge tanks  is
 concentrated in  the  evaporators.  About 75  percent of the  evaporator effluent
 goes to the feed preparation and  sintering  section.   The remainder  is  recon-
 centrated with makeup  soda  ash in the  mix tank before being pumped  to  the
 dicalcium silicate extraction and recovery  section.

 BASE CASE PROCESS  CAPITAL AND OPERATING COSTS
     Presented  in  this section are  estimates of the total  plant investment
 and annual operating cost  requirements for  the conceptualized TRW alumina
 extraction process.   Cost of major  processing equipment are itemized  by
 processing section.   The related  economics  for portland cement manufacture
 are presented  in this section.  All costs are quoted at a  Marshall  and Stevens
 index  of  444.3,  the  annual  index  for 1975.   Raw materials  and land  costs are
 not included  in  the  investment estimates.

      Two  differing methods  of plant investment and capital cost estimation  are
 represented in Tables 4 and 5.  The method illustrated in Table 4  has been
                                      25

-------
           TABLE 4.   TOTAL ESTIMATED CAPITAL REQUIREMENTS*
                     (BuMines Method)
                                                         Millions $
Feed Preparation & Sintering                                24
Dicalcium Silicate Extraction                                2
Desilication                                                 1
Alumina Recovery                                             4
Soda Ash Recovery                                            0.2
Pumps @ 4% of above                                          1
     Total Installed Equipment Cost                         32.2
Steam Plant                                                  0.3
     Subtotal                                               32.5
Plant Facilities, 10% of Subtotal                            3
Plant Utilities, 12% of Subtotal                             4
     Total Construction                                     39.5
Initial Catalyst Requirement                                 §
     Total Plant Cost                                       39.5
Interest During Construction                                 7
     Subtotal for Depreciation                              46.5
Working Capital                                              5
     Total Investment                                       51.5

    BuMines Format
f  Includes  Sulfur Recovery Plant
5   Included  in  Sulfur Recovery Plant
                                  26

-------
           TABLE 5.  TOTAL ESTIMATED CAPITAL REQUIREMENTS*
                     (TVA Method)
                                                         Millions $
Feed Preparation & Sintering                                24
Dicalcium Silicate Extraction                                2
Desilication                                                 1
Alumina Recovery                                             4
Soda Ash Recovery                                            0.2
Pumps                                                        1
     Total Installed Equipment Cost                         32.2
Steam Plant                                                  0.3
     Subtotal                                               32.5
Plant Facilities I  c
-------
used by BuMines in all  investigations of alumina extraction processes to date
and is of the general type called "study estimate" .   This "study estimate"
technique has been used herein so that comparisons may be made with BuMines
figures.  A more conventional  method of presenting capital estimates is shown
in Table 57.  As may be observed, the latter method results in an approximate
0.2 percent increase.  The impact of this increase upon alumina selling prices
and sludge credits is insignificant (see discussion of raw material and product
value).

     Table 6  presents the utility requirements for steam, coal and water.
Cost estimates for utilities and facilities, Table 4, are taken as 12 percent
and 10 percent of the total physical cost, respectively.  These percentages
are based upon a plant complexity level of four as delineated in the Oil and
Gas Journal cost estimating methodology, 22 July 1974.  Included under plant
utilities are fire protection equipment, refrigeration, gas, power and water
distribution, etc.   Plant facilities include administration buildings, ware-
houses,  shops, laboratories, etc.  Utility and facility costs as shown in
Table  5  are taken as five percent of the direct investment subtotal.

     The sulfur removal plant consists of a combination of Claus and Beavon
units.   The cost quoted in Table 7 is for both units and  is based upon a
daily  production of  382 long tons of sulfur.  Tables 8 through 11 summarize
the individual equipment costs for the other various process sections.

     Working capital as shown in Table 4 is taken as 10 percent of  the total
 plant cost plus  interest during construction.   Interest during construction  is
 calculated as  the product  of  interest rate, total plant cost and construction
time.   Interest  rate is taken as nine percent and construction time  as two
years.   The total  plant investment, so calculated, is  $51.5 million.

     The working  capital of Table 5 is calculated as the  equivalent  of:   three
weeks,  raw material; seven weeks, direct cost;  and seven  weeks, overhead.
Interest during  construction  is calculated over the construction period at
eight  percent with 75/25 debt-to-equity ratio.  Total  plant investment via this
method is  $52.5  million.
                                     28

-------
                                                    TABLE   6.    DAILY  PLANT UTILITY REQUIREMENTS
ro
to

250 psig Steam
Feed Preparation and Sintering Consumed Produced
Section
Dryers 7366
Preheaters
Kilns 1794
Claus Converters and Condensers 205
Beavon
01 calcium Silicate Extraction and
Recovery Section
Steam tracing on pipes,
filters, tanks, etc.
Desili cation Section
Heat Exchangers
Autoclaves 946
Alumina Recovery Section
C02 Bubblers
Dryers 275
Calciners 419
Soda Ash Recovery
Evaporator, three effect
Steam Generator* 6579
Theoretical Totals 8792 8792
Steam, M Ibs u.,»- u.,* Plant Cooling
waste neat Water Water
100 pslg Steam 30 psig Steam 5 psig Steam MM Btu/D M Lb/D M Lb/D
Consumed Produced Consumed Produced Consumed Produced Consumed Produced

4300
1993 1993 227
-541
6886
239 -398


138
-3409
309
254
325 309 1ZO

-1866

inc. 209


1328 2257
1328
1328 1328 325 549 138 0 1993 1993 1224 6886
c , Electric
Power
MM Btu/D kwhr/hr




15358
332.5
49.9










713


4249
20320 382.4
                  The 6,215,000 Ibs of 250 pslg steam 1s generated by combustion of reduction zone off gases, 3,797,000 Ibs,

                  The steam 1s generated at 250 pslg and reduced  to the pressures required.
and by combustion of coal, 2,418,000 Ibs.

-------
OJ
                                  TABLE 7.  FEED PREPARATION AND SINTERING SECTION
                                            EQUIPMENT LIST - MAJOR ITEMS
Item
Sludge Storage Bin
Sludge Surge Bin
Clay Silo
Clay Feed Hopper
Conveyors
Tube Mills
Dryer
Kilns - Preheat, Sinter
& Reduction
Kilns - Drum Cooler Conveyor
Rotary Drum Coolers
Beavon Plant
Claus Plant*
Total -
as Purchased
installed
No.
1
1
1
1
4
8
2
6
2
2
1
1



Cost
$ 176,000
28,000
86,000
1,000
84,000
1,540,000
395,000
5,046,000
35,000
450,000
4,988,000
3,640,000

16,469,000
24,209,000
*
Unit Dimension
643,000
96,000
188,000
28,000
100'x24"(l),
10'
24,500



399



gallons
gallons
gallons
gallons
30'xl8"(D> 60'xl8"(2)
x 18'
ft2



Long Tons S/day



         Where dimensions are not given, costs are based on BuMines estimates.

         Does not  include waste heat boiler or incinerator.

-------
           TABLE  8.   DICALCIUM  SILICATE  EXTRACTION  AND
                      RECOVERY SECTION
                      EQUIPMENT  LIST  -  MAJOR  ITEMS

Items
Tube Mills
Rake Classifiers
Leach Tanks
Thickener No. 1
Thickener No. 2
Thickener No. 3
Thickener No. 4
Sugar Silo & Mix
Tank
Rotary Vacuum
Filters
Conveyors (screw)
Total -
as Purchased
installed
No.
2
2
2
1
1
1
1


2

2



Cost Unit Dimension
$ 385,000
41 ,000
13,000 12,000 gallons
3,800 ft2
296,000 6'2°° ftl
6,500 ft*
6,800 ft2
25,000

128,000

24,000 60' x 12"

912,000
1,881,000
Where dimensions are not given, costs are based on BuMines estimates,
                                 31

-------
               TABLE 9.   DESILICATION  SECTION
                          EQUIPMENT  LIST  - MAJOR  ITEMS
Items
Lime Slaking Storage Bin
Lime Slaker & Feeder
Autoclaves
Flash Tanks
Thickener
Rotary Vacuum Filter
Pressure Leaf Filter
Screw Conveyors
Totals -
as Purchased
installed
No.
1
1
5
2
1
2
2
2



Cost
$ 4,000
5,000
535,000
11,000
16,000
38,000
38,000
37,000

684,000
1,253,000
Unit Dimension
3,600 gallons

10,000 gallons
8,500 gallons
300 ft2


100' x 12"



Where dimensions are not given, costs are based on BuMines estimates.
                               32

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             TABLE 10.  ALUMINA RECOVERY SECTION
                        EQUIPMENT LISTS - MAJOR ITEMS
Items
A1(OH)? Seed Tank &
Agitator
Carbonators
Hydroclassifier
Rake Classifier
Thickener
Surge Drum
Mix Tank
(pre-carbonation)
Screw Conveyor
Dryer (A1203'3H20)
Kiln (calcination)
Indirect Rotary Cooler
Combustion Gas Scrubber
Cyclone
Rotary Vacuum Filter
Totals -
as Purchased
installed
No.
1
3
1
1
1
1
1
1
1
1
1
1
2
1



Cost Unit Dimension
$ 8,000 6,700 gallons,
10 H.P.
48,000 100,000 gallons
15,000
11,000
62,000
11,000 20,000 gallons
13,000 25,000 gallons
9,000 30' x 14"
100,000
1,088,000
296,000
442,000
13,000
49,000

2,165,000
3,565,000

Where dimensions are not given, costs are based on BuMines
estimates.
                             33

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             TABLE 11.   SODA ASH RECOVERY SECTION
                        EQUIPMENT LIST - MAJOR ITEMS

Items No.
Na2C03 Mix Tank 1
Na2C03 Surge Tank 1
Triple Effect Evaporator - 1
Stage 1
Stage 2
Stage 3
Total -
as Purchased
installed
Cost
$ 61,000
38,000

3,000
4,000
4,000

110,000
228,000
Unit Dimension
87,000 gallons
32,800 gallons

2,000 gallons
2,800 gallons
4,000 gallons




Where dimensions are not given, costs are based on BuMines estimates.
                              34

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     Purchased equipment costs are estimated from various textbook sources
including a detailed BuMines analysis of the lime-soda-sinter process for the
                                      3
extraction of alumina from kaolin clay .  In particular, the ratios necessary
to compute installed versus purchased equipment costs for the various process
sections are taken from this reference which closely parallels the TRW process.
Installed equipment costs reflect charges for foundations, buildings, and
structures, insulation, instrumentation, electrical, piping, painting and
miscellaneous fixtures.

     The operating costs presented in Table  12 also follow a BuMines format.
Estimates of capital investment and operating expense for a cement plant
producing 858,000 tons per year (350 days) are itemized  in Table  13.  These
costs are updated from a previous TRW publication  .
                                      35

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TABLE 12.  ESTIMATED ANNUAL OPERATING COST


Direct Cost:
Raw Materials:
Lime at $35/ton
Coal at $20/ton
Clay at $ 6/ton
Soda ash at $47/ton
Total
Utilities:
Fuel gas at $2.00/MM Btu
Electric power at 4 cents/KW-hr
Water, Beavon plant, at 20 cents/M gal
Total
Direct Labor:
Labor at $6.00/hr
Supervision, 15 pet of labor
Total
Plant Maintenance
Labor at $15,000/yr
Supervision, 20 pet of labor
Materials and Contracts
Total
Payroll Overhead
Operating Supplies
Total Direct Cost
Indirect, overhead
Fixed Costs:
Taxes, Insurances
Depreciation
Total, before credits
Credits:
Dicalcium Silicate @ $1.00/ton
Sulfur P $10.00/ton
Sludge removal @ $5.00/ton
Total Operating Cost
Annual
Cost
(Thousands)


$ 173
5,466
1,905
576
8,120

175
1,599
14
1,787

842
126
968

705
141
1,058
1,094
544
381
13,703
1,301

759
2,349
18,112

652
1,563
6,825
$ 9,072
Cost per
Ton
Alumina


$ 2.46
77.90
27.14
8.20
115.70

2.49
22.78
.20
25.47

12.00
1.80
13.80

10.50
2.01
15.07
27.13
7.76
5.42
195.25
18.54

10.82
33.45
258.07

9.30
22.27
97.26
129.24
                    36

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            TABLE 13.   ESTIMATED ECONOMICS OF PORTLAND
                       CEMENT MANUFACTURE*
Installed Capital Investment (4.5 MM bbl/yr)              $ 35.2 MM
Operating Costs (annual)                                 Thousands $
    Direct Costs
         Limestone ($6/ton)                                 2,247
         Dicalcium Silicate ($l/ton)                          652
         Gypsum ($10.00/ton)                                  456
         Coal ($2.00/MM Btu)                               11,992
         Electrical Energy ($0.04/KWh)                      1,030
         Water ($0.08/gal)                                     46
         Operating Labor                                      867
         Supervision and Benefits                             867
         Maintenance and Supplies (4% of Invest./yr)        1,094
              Total Direct Costs                           19,251
    Indirect Costs
         Depreciation  (5%/yr)                               1,369
         Interest  (at  7%, 20% debt)                           411
         Insurance and  Local Taxes                            821
         Overhead                                           1,049
              Total Indirect Costs                          3,650
              Total Manufacturing Cost                    $22,901
*
   Wet process  plant
f  28 men/shift
                                 37

-------
RAW MATERIAL COST AND PRODUCT VALUE
     The present market price for alumina, as quoted in the Chemical  Marketing
Reporter for 26 July 1976, is $158 per ton.  Because aluminum is the  most
abundant metallic element in the earth's crust, has universal application in
production, and is the object of intense efforts on behalf of the aluminum
industry to expand and develop markets, this commodity will continue  to
maintain its value and be a major growth metal for many years.  Average annual
           Q
growth rate  for demand is estimated to be in the range of 5.1 to 7.4 percent
through the year 2000.  This range corresponds to a U.S. demand in the year
2000 of from 21.2 to 42.0 million tons.  These'values may be compared with
the actual 1968 demand of 4.31 million tons.

     Nonmetallic usage of alumina is minimal at approximately 11 percent of total
usage and is principally in the areas of refractories, chemicals and  abrasives.
The metallic uses are outlined as shown in the following:
        Metallic Uses of Aluminum
        Area              Percentage
     Construction            24.6
     Transportation          17.2
     Electrical              11.8
     Cans & Containers       14.1
     Appliances               8.6
     Machinery                5.7
     Other                    6.6
                             88.6
Approximately 80 percent of the free world productive capacity for bauxite,
alumina and aluminum is concentrated in six corporate groups or subsidiaries.
These include one Canadian company, Alcan Aluminum Ltd.; three U.S. companies,
ALCOA, Reynolds and Kaiser; and two French firms, Pechina, and Ugine.  All
companies are Integrated In that they encompass the manufacturing process from
mining of bauxite to finished aluminum products.

     A conservative value of $10 per ton was used in base case assessments for
sulfur by-product credit.  Assessment of present market values for crude
bright sulfur shows a range of $60 to $66 per ton.  This commodity is subject
                                      38

-------
                                                                     Q
to rapid fluctuation; however, a continued strong demand is projected .   Lime-
sulfur sludges are recognized as a tremendous reservoir of sulfur which  is  not
significantly tapped at present.  Sulfur during 1975 production totaled  10
million long tons, 76 percent of which was Frasch sulfur.  The remaining
production was from sour gas.  Sulfur is currently in a somewhat short  supply.

     Principal usage of sulfur is in the following areas:
         Area                 Percent
     Sulfuric Acid Manuf.       80
     Pulp and Paper              5
     Carbon Disulfide            2.5
     Agriculture                 1
     Other                       3.5
Major suppliers of sulfur as produced via the Frasch process are identified as
follows:
     Atlantic Richfield Co., Fort Stockton, Texas
     Freeport Minerals Co., Chauvin, La.; Grand Isle, La;
        Port Sulphus, La.; Venice, La.
     Occidental Chemical Co., Long Point Dome, Texas
     Texasgulf, Inc., Beaumont, Texas; Bullycamp Dome, La.;
        Hampshire, Texas; Liberty, Texas; Newgulf, Texas
Refinery or natural gas producers are numerous.  Therefore it is not expected that
sulfur from FGD would have a significant influence upon market prices.

     Dicalcium silicate, as produced in this process, has no established market.
This material is an ideal feedstock for cement manufacture.  Preliminary esti-
mates are on the order of $1-2 per ton.  A $1.0 per ton estimate was used in
this assessment.

     Clay feedstock will vary in price depending on locale and whether or not
the material is self-mined, or contracted out and the type of mining required.
Published market prices for refined kaolin clay do not apply to the raw
material as mined and used in this process.  A conservative range would be $4
to $8 per ton.  A $6 per ton cost was used in this analysis, however, the
price could conceivably be as low as $3 per ton.  Sodium carbonate  (Soda Ash)
was taken at present market value, $47 - $49 per ton.  In large quantities,
                                      39

-------
such as employed in this process,  a contracted value may be  significantly lower.
Coal costs are somewhat volatile and subject to negotiation.  Many present
power facility contracts are based on coal  prices in the $30 per ton range.
However, these prices for a number of facilities were negotiated at a time  of
energy panic and will probably drop again.   National Coal Association figures
from the 1974 edition of Steam Electric Plant Factors indicate an approximate
range for the Georgia region, as burned, at $9.07 - $11.46 per ton.  Under
inflation, this range would be $12.14 - $15.34 per ton in 1976.  Coal prices
are subject to quantity and negotiation.  As such, it is difficult to fix a
future price.  For the purposes of this analysis $20 per ton was chosen.

PARAMETRIC EVALUATION OF COST SENSITIVITY
     Alumina selling price is a function of several primary cost factors  in-
cluding raw material feedstocks, by-product credits, energy requirements,
capital investment and total operating costs.  In addition, the rate of return
on investment is a determining factor.  These relationships are characterized
by the set of linear equations illustrated in Appendix B which relate the
various economic variables at several discounted cash flow  (DCF) rates.  This
evaluation consists of alternate cases in which alumina selling price and
sludge credit are taken as dependent variables for the equations noted.  In
each specific case a different set of primary cost factors  is postulated and
either alumina selling price or sludge credit are calculated to match in-
vestment return rates of 10, 12 and 15 pet. discounted cash flow.  In all
cases where sludge credit  (a negative expense) is defined as the independent
variable, alumina price is fixed at $150 per ton.   In cases where alumina
selling price is the independent variable, sludge credit is fixed at $5 per
wet ton (2000 Ibs) or varied to assess the impact upon alumina price for a
given set of cost factors.  A utility financing value for selling price or
credit based upon a  75/25 equity-to-debt ratio and  an income tax rate of 48
percent is also included for each case.  Table 14 presents  the results of this
analysis and series  to illustrate the methodology.

     Of primary interest are cases 13 and 14 in which the capital and opera-
ting costs for a combined  cement and alumina plant  are considered.  The
alumina selling price calculated for a $5 per ton sludge credit  is $124 per

                                     40

-------
TABLE 14.  ALUMINA SELLING PRICE AND SLUDGE CREDIT AS A
           FUNCTION OF PRINCIPAL ECONOMIC FACTORS


c
a
s
e
1
Base Case

2
3



4


5


6


7







Coal
Cost
$20


20
10
20
25
40
20


20


20


20


*
t
i


Clay
Cost
$ 6


6
6



6


6


1
6
10
1
6
10
Alumina
Before
Units:


Cost
$47


47
47



47


47


47


47




Capital
Cost*
$52 MM


52 MM
52 MM



52 MM
X 0.5
X 1.5
52 MM
X 0.5
X 1.5
52 MM


52 MM



Basis
Capital Sludge
Cost Credit
Cement (wet
Plant basis)
$ 1
5
10
-
.



.


5


5


.




for Price Estimation
Sludge
Mater
Content
50%


50%
50%



50%


50%


50%


50%


Alumina Dicalcium Cement Sulfur A^um1"a CSI"n!
SiHratp riant riant
Credit r,l,;f: Credit Credit Operating Operating
CredU Costs* Costs
$1 - $10 $18 MM


150 1 - 10 18 MM
150 1 - 10 15 MM
18 MM
19 MM
24 MM
150 1 - 10 18 MM


1 - 10 18 MM


1 - 10 16 MM
18 MM

150 1 - 10 16 MM
18 MM

Estimated Price
Utility Financing
Alumina
Selling
Price
$297
218
122








218
175
264
197
218
238



Sludge
Credit



$ 8.57
6.59
8.57
9.59
12.60
8.57
6.29
10.85






7.41
8.57
9.50
10%
Alumina
Selling
Price
$370
292
195








292
193
392
270
292
310



OCF
Sludge
Credit



$12.32
10.34
12.32
13.34
16.34
12.32
7.21
17.43






11.16
12.32
13.18
of Alumina or Sludge
12%
Alumina
Selling
Price
$404
327
229








327
210
444
304
327
345



OCF
Sludge
Credit



$14.08
12.10
14.08
15.10
18.11
14.08
8.08
20.08






12.92
14.08
15.01
15%
Alumina
Selling
Price
$461
383
286








383
237
529
360
383
401



OCF
Sludge
Credit



$16.99
15.00
16.99
18.01
21.01
16.99
9.49
24.48






15.82
16.99
17.92
+ Sulfur Plant
credits
$/ton
, includes
(2000 Ibs)
sulfur plant




















-------
                                                                      TABLE  14.    (CONTINUED)
ro


J Coal Clay Na2C03 Capita) C^{"
s Cost Cost Cost Cost Cement
8 20 6 47 51 MM
52 MM
54 MM
g 20 6 47 $51 MM
52 MM
54 MM
10 20 6 47 52 MM


11 20 6 47 52 MM


12 20 6 47 52 MM


13 20 6 47 52 MM 35 Mf


14 20 6 47 52 MM 35 H

Basis
Sludge
Credit
(we
basis)
9
5
2.50
.


5


_


5


H 0
5
10
N

for Price Estimation
Sludge Alumina Dlcaktum Cement
Water /v«j4f Silicate rr«Niu
Content LrMlt Credit LrMU
10'! - 1
501.
75*
lOt 150 1
50*.
751
50* - 1


50% 150 1


50T - 1


50* - 1 50


507 150 1 50


Sulfur
Credit
10


10


0
10
25
0
10
25
10


10


10


Alumina Cement
Plant Plant
Operating Operating
Costs' Costs
15 m
18 MM
20 MM
18 MM


18 MM


18 MM


18 MM
X 1.6 »
X 0.6
18 MM 23 MM


18 1* 23 MM

Utility
Alumina
Selling
Price
$201
218
256



242
218
186



218
348
116
91
N.A
N.A


Financing
1 Sludge
Credit



($15.83
{ 17.14
( 21.04



9.72
8,57
6.85






N.4.
Estimatsd Price
10« DCF
Alumina Sludge
Selling . ..
Price
$271
292
332
$22.66
24.64
28.96
315
292
259
13.46
12.32
10.60
292
421
189
221
124
27
3.44
of Alumina or Sludge
121!
Alumina
Selling
Price
$304
327
367



349
327
293



327
456
223
279
182
85

OCF
Sludge
Credit



$26.14
28.16
32.64



15.23
14.08
12.37






6.39
151
Alumina
Selling
Price
$360
383
426



405
383
350



383
512
280
369
272
174

OCF
Sludge
Credit



$31 .82f
33.98}
38.68*



18.13
16.99
15.27






11.25
                     Alumina * Sulfur Plant
                  +  Before credits, includes sulfur plant
                  1  Units:  $/ton (2000 Ibs)
                  "  Sludge crtdU, dry b««1»
                  *  Non-Mtwlil optr»Hng cotti «r« v«r1nl by *50% and

-------
ton (10% DCF) and the sludge credit determined for a fixed alumina price of
$150 per ton is $3.44 per ton (10% DCF).  These values are to be compared with
a base case value unattached alumina plant (Case 1), of $292 per ton for
alumina and a corresponding credit for sludge, alumina price fixed, of $12.32
per ton (Case 2).  A clear economic advantage rests with the combined cement-
alumina complex.  Case 13 also shows that for the combined plant, at a 12
percent DCF return rate, the alumina selling price escalates to no more than
$182 per ton.  This latter value compares favorably with the present market
value of $160 per ton.

     In all cases the utility supplying the sludge is being charged on a wet
basis of zero to $10 per ton of wet sludge.  Should a dry basis be employed,
to accommodate variability in moisture percentage, the sludge credit would
necessarily rise.  However, the impact upon process economics may be slight.
In the base case chosen for this report, a 50 percent solids - 50 percent
water sludge is used.  The sludge credit employed is $5 per ton on a wet basis.
Should a dry basis be considered, the quantity of sludge upon which revenue is
credited would be decreased by 50 percent.  This, in turn, would decrease the
total sludge credit by 50 percent if the $5 per ton price were maintained.  It
becomes necessary, therefore to increase the sludge credit per dry ton to
compensate for loss of revenue.  A $10 per dry ton credit is still competitive
with alternate sludge disposal methods.  If this value is chosen, the loss of
revenue from switching to a dry basis is exactly compensated for and the total
sludge revenue remains the same.  Thus, the method upon which sludge credit is
determined need not have a significant effect as illustrated in this base case.
Sludge credits shown in Table 14 may be multiplied by a factor of two to obtain
the required credit on a dry solids basis.

     Variations  in sludge water content do affect energy requirements and, hence,
product selling  price.  The impact of differing water content is shown in Cases
8  and 9.   Cost factors were selected to illustrate the economics of using this
process as opposed to a throw away process for sludge.  In Case 8, a constant
annual sludge credit of $6,825,000 was  assumed.  This essentially sets the values
of the 75  percent, 50 percent and 10 percent moisture sludges at $2.50,  $5.00
and $9.00  per wet ton, respectively  and correspondingly decreases the selling

                                     43

-------
price of alumina.  In Case 9, the alumina price was fixed at $150/ton and the
corresponding dry sludge credit was calculated.

     Alumina prices as determined in the bulk of solo alumina plant cases are
high relative to present market values.  However, in certain cases, such as
the $10 per ton sludge credit of Case 1 at 10 percent DCF, the calculated
alumina selling price of $195 per ton is not infeasible with respect to
possible rising bauxite prices.

     The impact of coal cost is shown with respect to sludge credit in Case 3.
As may be observed, increases in coal cost have a profound effect upon the
sludge credit required to maintain a $150 per ton selling price for alumina.
Considered from the extreme standpoint of a coal cost of $40 per ton and a
fixed sludge credit of $5 per ton, an alumina price of $468 is required at 12
percent DCF.  Alumina prices and related sludge credits are highly sensitive
to coal costs in this energy intensive process.  This fact may be compensated
to a large extent by increases in sulfur credit.  In the cases discussed above,
a sulfur credit of $10 per ton was assumed.  This value is conservative with
respect to present market values in excess of $60 per ton.  Cases 10 and 11
illustrate the relation between sulfur credit and alumina selling price-sludge
credit.  An increase from $10 per ton to $25 per ton sulfur credit will
produce a 11 percent reduction in alumina selling price at 10 percent DCF.

     The remaining raw material input, clay and Na2C03, have been priced at
$6 per ton and $47 per ton, respectively.  These are conservative values.
Clay may be mined at less cost than used in the base case, should a continguous
mine be possible.  The effect of reduced clay cost was determined in Cases 6
and 7.  Sodium carbonate was set at the present market value F.O.B.  This
latter factor was not varied although some reduction in cost may be feasible.
                                      44

-------
                                 REFERENCES

1.   Rossoff, J. and R.C. Rossi, Disposal of By-Products from Non-Regenerable
     Flue Gas Desulfurization Systems, Vol. I.  EPA-650/2-74-037, Aerospace
     Corp. El Segundo, Calif.  1974.

2.   Cservenyak, F.J.  Recovery of Alumina from Kaolin by the Lime-Soda Sinter
     Process.  R. I. 4069, U.S. Dept. of the Interior - Bureau of Mines,
     College Park, Maryland, 1947.  59 pp.

3.   Peters, F.A., P.M. Johnson, J.J. Henn, and D.C. Kirby.  Methods for
     Producing Alumina from Clay.  R. I. 6927, U.S. Dept. of the Interior -
     Bureau of Mines, College Park, Maryland, 1966.  38 pp.

4.   TRW Systems Group, Inc.  Proposal for the Development of a New Process
     for the Economic Utilization of the Solid Waste Effluent from Limestone
     Slurry Wet Scrubber Systems.  Proposal No. 27359.000.  1974.  Two
     volumes, 112 pp.

5.   TRW Systems Group, Inc.  Engineering and Cost Effectiveness Study of
     Fluoride Emissions Control, Vol. I.  SN 16893.000.  McLean, Virginia.
     1972.

6.   Peters, F.A. and P.W. Johnson.  Revised and Updated Cost Estimates for
     Producing Alumina from Domestic Raw Materials.  1C 8648.  Bureau of
     Mines, College Park, Maryland, 1974.  51 pp.

7.   McGlamery, G.G., et. al.  Detailed Cost Estimates for Advanced Effluent
     Desulfurization Processes.  EPA-600/2-75-006, Tennessee Valley Authority,
     Muscle Shoals, Alabama.  1975.  418 pp.
                                     45

-------
8.   Bureau of Mines Staff.   Mineral  Facts and Figures, BuMines Bulletin 650,
     U.S.  Government Printing Office, 1970.  1291  pp.

9.   Lowenheim, F.A. and M.K. Moran.   Industrial Chemicals, Fourth Edition.
     Wiley-Interscience.  1975.   904 pp.

-------
                                        APPENDIX   A
                              GENERAL CONVERSION FACTORS
                  British
                                                   Metric
ac
bbl
Btu
°F
ft
ft2
ft3
ft/min
ft3/min
gal
gpm
gr
gr/ft3
hp
in
Ib
lb/ft3
Ib/hr
mi
rpm
scfm

ton
ton .long
ton/hr
   Multiply                   By
acre                          0.405
barrels of oil                158.97
British Thermal  Unit           252
degrees Fahrenheit-32         0.5555
feet                          30.48
square feet                  0.0929
cubic feet                  0.02832
feet per minute                0.508
cubic feet per minute       0.000472
gallons                       3.785
gallons per minute          0.06308
grains (troy)                0.0648
grains per cubic foot          2.288
horsepower                   0.7457
inches                         2.54
pounds                       0.4536
pounds per cubic foot          16.02
pounds per hour                0.126
miles                         1609.
revolutions per  minute       0.1047
standard cubic feet
  per minute (32°F)           1.695
tons (short)*               0.90718
tons (long)*                  1.016
tons per hour                 0.252
           To Obtain
hectare
liters
gram-calories
degrees Centigrade
centimeters
square meters
cubic meters
centimeters per second
cubic meters per second
liters
liters per second
grams
grams per cubic meters
kilowatts
centimeters
kilograms
kilograms per cubic meter
grams per second
meters
radians per second
normal cubic meters
  per hour (0°C)
metric tons
metric tons
kilograms per second
ha
1
g-cal
°C
cm
m2
m3
cm/sec
m3/sec
1
I/sec
9
g/m3
kW
cm
kg
Kg/m3
g/sec
m
rad/sec

Nm3/hr
t
t
kg/sec
    All tons, including tons of sulfur,  are  expressed  in short tons in this report.

-------
                            APPENDIX  B
              ECONOMICS MODELS - REVENUE REQUIREMENTS


Utility*:   R = N + .1198C + .01981W
10% DCF1":   (.52[R-(N+D)]+D) 8.51356 = C - .14864W + .1875 (C-W)
12% DCFf:   (.52[R-(N+D)]+D) 7.46944 = C - .10367W + .225 (C-W)
15% DCFf:   (.52[R-(N+D)]+D) 6.25933 = C - .0611W +  .281 (C-W)

where:   R = Revenue required at indicated level of return
         N = Net operating cost - $9,000,000
         W = Working capital - $5,000,000
         C = Total capital requirement  (including working capital)
                 - $52,000,000
         D = Annual depreciation  (5% of  fixed capital)  -  $2,300,000

    Utility  financing  assumes:
         0    debt/equity  ratio  =  75/25
         •    interest  on  debt = 9%
         •    return on equity = 15%
         •    income tax rate  =  48%

    Discounted cash flow  financing assumes:
         t    income tax rate  =  48%
         t    DCF return rates as  indicated above
                                 48

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TECHNICAL REPORT DATA
(Please read Instructions on the reverse before completing)
1. REPORT NO.
EPA-600/7-78-225
2.
4. TITLE AND SUBTITLE
Utilization of Lime/Limestone Waste in a New
Alumina Extraction Process
7. AUTHOR(S)
E. P. Motley and T.H.Cosgrove
9. PERFORMING ORGANIZATION NAME At
TRW, Inc.
One Space Park
Redondo Beach, California
JO ADDRESS
90278
12. SPONSORING AGENCY NAME AND ADDRESS
EPA, Office of Research and Development
Industrial Environmental Research Laboratory
Research Triangle Park, NC 27711
3. RECIPIENT'S ACCESSION NO.
5. REPORT DATE
November 1978
6. PERFORMING ORGANIZATION CODE
8. PERFORMING ORGANIZATION REPORT NO.
10. PROGRAM ELEMENT NO.
EHE624A
11. CONTRACT/GRANT NO.
68-02-2613, Task 14
13. TYPE OF REPORT AND PERIOD COVERED
Task Final; 4-9/78
14. SPONSORING AGENCY CODE
EPA/600/13
15. SUPPLEMENTARY NOTES JERL_RTpprojectofficer jg Julian W. JonCS , MD- 61 , 919/541-
2489.
IB. ABSTRACT rpke repOrj- gjves results of Si preliminary process design and economic
evaluation of a process for using lime /limes tone scrubbing wastes as a source of
calcium in the extraction of alumina (for use in aluminum production) from low grade
domestic ores such as clays and coal ash. The other principal process feedstocks
are soda ash and coal. The products are alumina, elemental sulfur, and dicalcium
silicate, an alternate feedstock in the manufacture of portland cement. The concep-
tual plant is located next to a 1000 MW coal-burning power plant which generates
> 1 million tons per year (tpy) of lime/limestone scrubber wastes. The required
selling price for the alumina produced at 10% discounted cash flow would be $195-370
per ton, depending on the credit for sludge removal, exclusive of cement manufac-
ture. If the alumina plant were co-located with an 860,000 tpy portland cement plant
selling cement at $50 per ton, the required alumina selling price would be $27-221
per ton. Based on the current market price for alumina (£160 per ton), the portland
cement plant appears to be necessary to make the process viable. In addition to the
scrubber wastes, the process requires 12,000 tpy of soda ash, 300,000 tpy of clay,
and 273,000 tpy of coal to produce 70,000 tpy of alumina, 156,000 tpy of sulfur, and
625,000 tpy of dicalcium silicate (used to produce 860,000 tpy of portland cement).
17.
a. DESCRIPTORS
KEY WORDS AND DOCUMENT ANALYSIS
b.lDENTIFIERS/OPEN ENDED TERMS
Pollution Scrubbers Pollution Control
Aluminum Oxide Calcium Stationary Sources
Extraction Aluminum Industry Alumina Extraction
Waste Treatment Clays Scrubbing Waste
Calcium Oxides Sodium Carbonates Coal Ash
Calcium Carbonates Coal Dicalcium Silicate
Sulfur Portland Cements
18. DISTRIBUTION STATEMENT
Unlimited
19. SECURITY CLASS (This Report)
Unclassified
20. SECURITY CLASS (This page)
Unclassified

c. COS ATI Field/Group
13B 131
07B
13H,07A 11F
08G
21D
11B
21. NO. OF PAGES
56
22. PRICE
EPA Form 2220-1 (»-73)
49

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