-------
2.2.3.2 Industrial Boiler FGD System Annual O&M Cost Estimates
The annual operating costs for lime dry scrubbing FGD systems on small
industrial boilers (75 to 400 x 106 Btu/hr) have been estimated in the FGD
ITAR.21* The assumptions used in these estimates are the same as in the indus-
trial boiler limestone FGD system analysis (Table 2.1.3-3). In addition,
lime costs are $35/ton. As in the capital investment comparison, these
assumptions are different from those used by TVA for large boilers, and lead
to differences in utility and industrial cost estimates for comparably sized
FGD systems.
These first-year cost estimates for all systems are given in Table
2.2.3-3 and shown in Figure 2.2.3-2. The data reported in the ITAR
have been adjusted. The maintenance labor and material plus the general
and administrative overhead (G&A), both percentages of the investment, are
higher because of the adjusted capital investment, as discussed in Section
2.2.2.2. In addition, the solid waste disposal cost was reduced from the
$40/ton reported in the ITAR to $15/ton. A recent study25 shows this lower
cost to be more realistic.
2-85
-------
TABLE 2.2.3-3
INDUSTRIAL BOILER LIME DRY SCRUBBING FGD SYSTEM FIRST
YEAR OPERATING AND MAINTENANCE COSTS USING RADIAN MATERIAL
AND OPERATING COSTS AND OVERHEAD ALGORITHM
Boiler Heat Input
Capacity, 10° Btu/hr
Direct Costs
Raw Materials
Lime
Conversion Costs
Operating Labor
Supervision
Utilities
Process Water
Power
Maint. Labor & Materials
Solid Waste Disposal
TOTAL DIRECT COSTS
Indirect Costs
Payroll OH
Plant OH
G&A
TOTAL INDIRECT COSTS
Total First-Year O&M
$/106 Btu (1978 $)
$/10° Btu (1981 $)
Annual
0.6% S
150
17
105
21
1
12
92
14
262
41
57
76
174
436
0.55
0.71
Cost, 103
Coal
400
46
105
21
2
27
152
37
390
41
72
125
238
628
0.30
0.39
$/Yr
2.3% S
75
24
105
21
0.5
8
62
20
241
41-
49
54
144
385
0.98
1.26
Coal
400
128
105
21
2
28
170
102
556
41
77
141
259
815
"0.39
0.50
Bases
0.60 Capacity Factor
1981 $ = 1978 $ x 1.285
70 percent S02 Removal
2-86
-------
lOTE -HE "EAOEP SHOULO PECEP TO CIGUPE 232 eOR AN EXPLANATION Of THE RELATIONSHIP BETWEEN
-"E U71LIT- AND INDUSTRIAL 3OILEP CGO SYSTEM COST CUPVES
V)
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CO
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8 -
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\ INDUSTRIAL SYSTEMS ON AN
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\ ^ 23%S 70% REMOVAL
\*' (1981 $ TABLE 2.2 3 3)
\
\ \
\ \
\ INDUSTRIAL SYSTEMS ON AN
\ INDUSTRIAL BASIS (RADIAN)
\*^ 0 6V. S 70% REMOVAL
(1981 S TABLE 2 2 3-3)
1 1 1 1
I 100 200
LIME DRY SCRUBBING FGD SYSTEM
UTILITY SYSTEMS ON A
UTILITY BASIS (TV A)
r 3 5% S 90% REMOVAL
\ (TABLE 2 2 3-2)
\
*
f UTILITY SYSTEMS ON A
L UTILITY BASIS (TVA)
07<"oS 70% REMOVAL
(TABLE 2232)
1 1 1 1 1
300 -100
J1
3
3
1
500
FOR UTILITY BOILER SYSTEMS MWe
1 1 1 i 1 1 1 1 1 1 I
1000 2000 3000 JOOO
INDUSTRIAL BOILER SYSTEMS 10* Btu/hr (heat inoul)
BOILER CAPACITY
5000
Figure 2.2.3-2. Difference in First-Year Operating and
Maintenance Costs for Utility and Industrial Boiler FGD Systems.
2-87
-------
2.2.3.3 Comparison and Integration of Utility and Industrial Boiler FGD
System Annual Cost Estimates
This section will follow the same organization as the section on capital
investment for dry scrubbing FGD systems (Section 2.2.2.3). The same
economic assumptions will be used for small industrial boiler FGD systems
and large utility boiler FGD systems to determine if the small industrial
FGD system cost curves form a smooth transition with the utility FGD system
cost curves for a comparable FGD system size and design scope. Smooth
transition of the cost curves would indicate that the basic technical premises
for the two types of systems are comparable. These premises include material
and energy balances, manpower required to operate the system and other factors
previously described.
The industrial and utility boiler FGD system cost data shown in Figure
2.2.3-2 for low sulfur coal are not on comparable bases. TVA estimated the
costs for dry scrubbing FGD systems on the "industrial basis" (i'.e., without
the spare scrubbers, solids disposal equipment, particulate handling and
recycle equipment, and onsite landfill area preparation). Small industrial
boiler FGD system solid waste disposal costs ($15/ton) were used to estimate
the large system solid waste disposal costs. The resulting costs- are given
in Table 2.2.3-4 and illustrated in Figure 2.2.3-3.
Examination of Tables 2.1.3-3 and 2.2.3-1 shows significant differences
in raw material prices, labor rates, utility prices, and algorithms used to
calculate maintenance labor and material and overheads for the two types of
systems. Therefore, the small industrial boiler FGD system was put on the
same cost basis as that used by TVA. The material balances, labor hours,
and quantities of utilities for the small industrial boiler FGD system were
considered, but TVA raw material prices, labor rates and utility prices were
used. In addition, the TVA algorithms used to calculate maintenance labor
and material and overheads were applied to the small industrial case. The
results are given in Table 2.2.3-5 and illustrated in Figure 2.2.3-4.
2-88
-------
TABLE 2.2.3-4 UTILITY BOILER LIME DRY SCRUBBING FGD SYSTEM FIRST-
YEAR OPERATING AND MAINTENANCE COSTS ON AN INDUSTRIAL
BASIS*
Boiler Capacity, MWe
Direct Costs
Raw Material
Lime
Conversion Costs
Operating Labor & Supervision
Utilities
Process Water
Electricity
Maintenance
Labor and Materials
Analysis
Waste Disposal
TOTAL CONV. COSTS
TOTAL DIRECT COSTS
Indirect Costs
Overheads
Plant and Administration
Total First Year O&M
Mills/Kwh
$/106 Btu**
Annual
250
288
221
5
544
862
71
921
2,624
2,912
1,245
4,157
3.16
0.32
O&M Cost, 103
500
577
303
9
1,087
1,536
71
1,842
4,848
5,425
2,251
7,676
2.92
0.29
$/Yr.
1,000
1,154
413
17
2,174
2,713
107
3,684
9,108
10,262
4,150
14,412
2.74
0.27
*No on-site solids disposal
No spare scrubber
No particulate handling and recycle
No landfill area preparation
**Assuming a plant heat rate of 10,000 Btu/kwh
Bases
1981 $
0.60 Capacity Factor
0.7% S Coal
70% S02 Removal
2-89
-------
VOTE "HE READER SHOULD OEeER TO FIGURE 2112 COR AN EXPLANATION OF THE RELATIONSHIP BETWEEN
THE UTILITY 4NO INDUSTRIAL 3OILEH FGD SYSTEM COST CURVES
T-
CO
en
CO
CO
S
od
Q
1 6~
>
^ i-
5
2-
u
LIME DRY SCRUBBING FGD SYSTEM
INDUSTRIAL SYSTEMS ON AN
INDUSTRIAL BASIS (RADIAN)
0 6°/i S - 70% REMOVAL
\ / (TABLE 2 2 3-3, UT.L.TY SYSTEMS ON AN
\ / INDUSTRIAL BASISfTVA)
\jf , 0 7% S 70V. REMOVAL
\ \ (TABLE 2 2 3-4)
\ \
\ \
X \
^
/UTILITY SYSTEMS ON A
UTILITY BASIS (TVA) "Z
0 7% S - 70% REMOVAL |
(TABLE 2 2 3-2) *
1 1 1 1 1 1 1 1 1 1
1 100 200 300 400 500
UTILITY BOILER SYSTEMS MWe
| 1 1 1 1 1 1 1 II
0 1000 2000 3000 1000 5000
INDUSTRIAL BOILER SYSTEMS 106 Btu/hr (heat input)
BOILER CAPACITY
Figure 2.2.3-3. Impact of Putting Large Utility Boiler
FGD Systems on an Industrial Basts
2-90
-------
TABLE 2.2.3-5 INDUSTRIAL BOILER LIME DRY SCRUBBING FGD SYSTEM
FIRST-YEAR OPERATING & MAINTENANCE COSTS USING
TVA MATERIAL & OPERATING COSTS PLUS OVERHEAD
ALGORITHM (RADIAN INVESTMENT BASIS)
Annual Cost. 103 $/Yr.
Boiler Heat Input Capacity,106 Btu/hr 150 400
Direct Costs
Raw Material
Lime
Conversion Costs
Operating Labor and Supplies
Utilities
Process Water
Electricity
Maintenance
Labor and Materials
Analyses
Waste Disposal
TOTAL CONV. COSTS
TOTAL DIRECT COSTS
29
126
1
13
84
21
14
259
288
79
126
2
30
56
39
398
477
Indirect Costs
Overheads
Plant and Administration
Total First Year O&M
$/106 Btu
147
435
0.55
220
697
0.33
Bases
1981 $
0.6 Capacity Factor
0.6 % S Coal
SO2 Removal
2-91
-------
--E "EAOE" SHOULD =>£=£=> TO F'GUPE 2 3 2 COP IN EXPLANATION OF THE >"£LATIONShlP BETWEEN
-E UTILITY AND INOUSTOIAL BOILER FGO SYSTEM COST CURVES
1 20-
5 =
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co' 5
CO s 080-
O 3
O «
"* ffi
O j 060-
oc o
< 5
UJ <
> £
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IT §
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020-
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1
8-
i- . _
_j ""
i
3
2-
0_
w
INDUSTRIAL SYSTEMS ON AN
INDUSTRIAL BASIS (RADIAN)
. 0 6V. S - 70V. REMOVAL
/ (TABLE 2 2 3-3)
\ INDUSTRIAL SYSTEMS ON AN
\ INDUSTRIAL BASIS -TV A
\\ PRICES AND ALGORITHMS
\\ / 0 6V. S 70% REMOVAL
NXf (TABLE 2 2 3-5)
\
1 1 1 1
LIME DRY SCRUBBING FGD SYSTEM
UTILITY SYSTEMS ON AN
INDUSTRIAL BASIS (TVA)
r 0 7V. S 70V. REMOVAL
/ (TABLE 2 2 3-4)
/
» UTILITY SYSTEMS ON A
\_ UTILITY BASIS (TV A)
0 7V. S 70% REMOVAL
(TABLE 2 2 3-2)
1 1 I 1 I
100
200
300
400
500
UTILITY BOILER SYSTEMS MWe
1000
r
2000
3000
4000
I
sooo
INDUSTRIAL BOILER SYSTEMS 10* BtuJhr (heat mout)
BOILER CAPACITY
Figure 2.2.3-4. Impact of Putting Small Industrial Boiler FGD
Systems on a Large Utility System Basis.
2-92
-------
Further examination shows that the maintenance labor and material, and
overhead costs are a significant portion of the O&M costs. Maintenance costs
are calculated as a percentage of investment. Overhead costs are based on
direct costs (which include maintenance), thus making O&M costs very sensitive
to investment. The maintenance costs in Table 2.2.3-5 were calculated by
using investment on an industrial basis (Radian basis) with the utility
indirect investment algorithm (Table 2.2.2-4), but do not incorporate the
higher installation costs for field-fabrication/erection (which are shown in
Table 2.2.2-5). Using these investment figures (Table 2.2.2-5)* to calculate
maintenance costs (and thereby increasing direct costs, overhead and, there-
fore, total O&M) results in slightly higher O&M costs for the FGD systems on
small industrial boilers. These results are given in Table 2.2.3-6 and
illustrated in Figure 2.2.3-5.
Figure 2.2.3-6 presents the five curves shown in Figure 2.2.3-5
on a log-log plot. The consistency of the cost data can best be
observed on this type of plot. Note also that each individual cost data
point is also given in the figure. The dotted line connects the two curves
(for the industrial and utility boiler FGD systems) that have been put on
the same basis.
Figure 2.2.3-6 illustrates that a reasonably continuous first year O&M
cost curve as a function of FGD capacity is obtained when utility and
industrial boiler FGD systems are put on the same basis (i.e., the following
items are made identical for both cases):
1. Design scope
2. Indirect investment algorithms
3. Equipment installation factors
4. Unit costs for raw materials, labor, utilities, solid waste
disposal, etc.
*Small industrial boiler FGD system costs using field erected installation
factors.
2-93
-------
TABLE 2.2.3-6 INDUSTRIAL BOILER LIME DRY SCRUBBING FGD SYSTEM
FIRST YEAR OPERATING & MAINTENANCE COSTS USING TVA
MATERIAL & OPERATING COSTS PLUS OVERHEAD ALGORITHMS
(TVA INVESTMENT BASIS, i.e., INSTALLATION FACTORS)
Annual Cost. 103 $/Yr.
Boiler Heat Input Capacity, 10s Btu/hr 150 400
Direct Costs
Raw Material
Lime 29 79
Conversion Costs
Operating Labor and Supervision 126 126
Utilities
Process Water 1 2
Electricity 13 30
Maintenance
Labor and Materials 97 17TT
Analyses 21 56
Waste Disposal 14 39
TOTAL CONV. COSTS 272 423
TOTAL DIRECT COSTS 301 502
Indirect Costs
Overheads
Plant and Administration 155 235
Total First Year O&M 456 737
$/106 Btu 0.58 0.35
Bases
1981 $
0.60 Capacity Factor
0.6% S Coal
70% SO2 Removal
2-94
-------
NOTE THE =6406=' SHOULD "EFEH TO FIGUPE 2*32 COR AN EXPLANATION OF THE =ELATIONSH|P BETWEEN
Tt-E UTILITY «NO INOUSTPIAl. 3OILE1 POO SYSTEM COST CURVES
oo
O
cc
LU
120- 12-
= 100- c 10-
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* 1
a =
2 080- OT- 8-
III M
J« UJ
v
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cc in
j 060- = 6-
0 J
1 S
tr h-
jt 040- J 4-
1 1
s £
0 20- 2 -
On
^ u
INDUSTRIAL SYSTEMS ON AN
INDUSTRIAL BASIS (RADIAN)
07V.S 70% REMOVAL
(TABLE 2 2 3-3)
/
/ INDUSTRIAL SYSTEMS ON AN INDUSTRIAL BASIS
/ UTILITY TYPE INVESTMENT TVA
1 PRICES AND ALGORITHMS
/ /~ 07V. S 70% REMOVAL
\ / (TABLE 2 2 3-£)
VJ^ INDUSTRIAL SYSTEMS ON AN
\4 INDUSTRIAL BASIS TVA
A PRICES AND ALGORITHMS
A^- 07%S 70% REMOVAL
1 1 1 1 1
0 100 200
DRY SCRUBBING FGD SYSTEM
UTILITY SYSTEMS ON AN
INDUSTRIAL BASIS (TVA)
- 07%S 70% REMOVAL
\ (TABLE 2 2 3-4)
Z UTILITY SYSTEMS ON A
UTILITY BASIS (TVA) ;
07%S 70V. REMOVAL ;
(TABLE 2 2 3-2) '
I 1 1 1 1
300 400 500
UTILITY BOILER SYSTEMS. MWe
I
1000
I I I I I I
2000 3000 4000
INDUSTRIAL BOILER SYSTEMS 106 Btu/hr (heat maul)
BOILER CAPACITY
I
5000
Figure 2.2.3-5. Impact of Putting Small Industrial Boiler FGD
Systems on a Large Utility Boiler FGD System Basis,
Including Investment.
2-95
-------
10-1
5-
CO
CO
o
u
00 S
O a
oc
IU
>
CO
cc
5-
LIME DRY SCRUBBING FGD SYSTEM
INDUSTRIAL SYSTEMS ON AN
INDUSTRIAL BASIS TVA
PRICES AND ALGORITHMS
07-.S 70". REMOVAL
(TABLE 2 2 361
INDUSTRIAL SYSTEMS ON AN
INDUSTRIAL BASIS TVA
PRICES AND ALGORITHMS
07% S 70- REMOVAL
(TABLE 2 2 3 51
INDUSTRIAL SYSTEMS ON AN
INDUSTRIAL BASIS (RADIAN)
07'=S 70'j REMOVAL
(TABLE 22 33)
UTILITY SYSTEMS ON AN
INDUSTRIAL BASIS ITVAl
07'. S 70' REMOVAL
(TABLE 2 2 3-11
L
TVA UTILITY SYSTEMS ON AN
INDUSTRIAL BASIS EXTRAPOLATED TO
40 MWe FROM 250 MW>
UTILITY SYSTEMS ON A
UTILITY BASIS (TVAI
0 7V. S 70'.. REMOVAL
(TABLE 2232)
10
I
50
T
100
I
500
I
1000
5000
BOILER HEAT INPUT 10* Btu/hr
I
10
50 100
FOR UTILITY BOILERS MWe
500
1000
BOILER CAPACITY
NOTE: Utility boiler FGD unit annual O&M estimates are provided "for boiler
capacities of 100-500 MWe and are expressed as $/106 Btu assuming a plant
heat rate of 10,000 Btu/kwh. Industrial boiler FGD system estimates are
provided for boiler heat input capacities of 150-400 x 106 Btu/hr and are
expressed as $/106 Btu. The utility and industrial boiler capacity scales
are interchangeable if the same 10,000 Btu/kwh conversion factor is
assumed. This is a close approximation of the heat rate for most utility
plants.
Figure 2.2.3-6. Comparison of all Low Sulfur Cases for Lime Dry
Scrubbing FGD System First Year Operating and
Maintenance Costs.
2-96
-------
However, any or all of these factors are likely to be significantly different
for industrial and utility boiler FGD systems. First, environmental regula-
tions and economy of scale will likely cause the two systems to be designed
differently. Second, the indirect investments for the two types of FGD
processes will be different, especially for interest during construction and
construction expenses. Third, shop fabrication of many components of
industrial units will result in low installation costs compared to field-
erected costs for utility boiler systems. Finally, unit costs for raw
materials and solid waste disposal will be different due to significant
volume requirement differences. Utilities and labor costs may also vary
for the two types of systems. Therefore, a continuous function for industrial
and utility boiler FGD process costs should not be expected.
The results of the study show that the basic material and energy
balances and operating labor requirements for the TVA and Radian estimates
are reasonably consistent for the full capacity range evaluated. Much of
the discontinuity is the result of the four factors listed above. However,
this study requires some qualifications. It should be noted that the process
equipment costs for two of the utility cases are based on extrapolating the
results from a single process capacity, i.e., 500 MWe. Additionally, the
reader should remember that the results provided by TVA are preliminiary.
The reader should obtain updated TVA information before using these costs.
As a result, there is less confidence in these first year O&M estimates
than in the wet scrubbing study. Therefore, this dry scrubbing study should
be used to illustrate trends rather than provide precise results.
2-97
-------
2.2.4 Use of the Cost Estimate Results
Sections 2.2.2 and 2.2.3 have provided capital investment and O&M cost
estimates on several different bases. No one single estimate is "correct";
rather the appropriate estimate is dependent on the applicable basis.
Table 2.2.3-7 outlines the various investment and cost bases and appropriate
tables for reference.
Because the cost estimates for the lime spray drying systems were not
as accurate as the wet limestone FGD systems, lime spray drying costs are
not recommended for further assessments in acid rain studies. At the time
of this report TVA had just begun its investigation of lime spray drying
costs. Once those TVA costs become final they could be incorporated into
the report to assess cost impacts with reasonable accuracy. However, at
this time only the wet limestone FGD costs are recommended to be used in
cost impact analyses.
2-98
-------
TABLE 2.2.3-7 SUMMARY OF LIME DRY SCRUBBING FGD COST STUDIES
Case
1
Investment Basis
250-1000 MWe FGD Systems with
Investment
Table t
2.2.2-1
O&M
Cost Basis
TVA Raw Material, Labor and
O&H Cost
Table f
2.2.3-2
IsJ
VO
VO
Spare Scrubbers, Solids Dis-
posal Equipment, Partlculate
Handling & Recycle and Landfill
Area Based on Current TVA
Estimation Procedures.
Utility Costs and TVA Indirect
Cost Algorithm
(0.63 Capacity Factor)
250-1000 MWe FGD Systems without
Spare Scrubbers, Solids Disposal
Equipment, Particulate Handling
& Recycle and Landfill Area
Using the TVA Indirect Invest-
ment Algorithm.
2.2.2-3 TVA Raw Material, Labor &
Utility Costs with Radian
Solid Waste Disposal Costs
and TVA Indirect Cost Algorithm
(0.6 Capacity Factor)
25-400 x 10* Btu/hr Industrial
Boiler FGD Systems with Field-
Erected Installation Factors,
without Spare Scrubbers, Solids
Disposal Equipment, Partlculate
Handling & Recycle & Landfill
Area Using the TVA Indirect
Investment Algorithm.
2.2.2-5 TVA Raw Material, Labor &
Utility Costs with Radian
Solid Waste Disposal Costs
and TVA Indirect Cost Algorithm
(0.6 Capacity Factor)
75-400 x 10' Btu/hr Industrial
Boiler FGD Systems with Shop-
Fabricated Installation Factors,
without Spare Scrubbers, Solids
Disposal Equipment, Partlculate
Handling & Recycle, & Landfill
Area and Using the TVA Indirect
Investment Algorithm.
2.2.2-4 TVA Raw Material, Labor &
Utility Costs with Radian Solid
Waste Disposal Costa and TVA
Indirect Cost Algorithm
(0.6 Capacity Factor)
2.2.3-4
2.2.3-6
2.2.3-5
75-400 x 10' Btu/hr Industrial
Boiler FGD Systems with Shop-
Fabricated Installation Factors
except for Scrubbers & Baghouse
which have Actual -Installation
Costs & without Spare Scrubbers,
Solids Disposal Equipment, Par-
tlculate Handling & Recycle, &
Landfill Area Using the Radian
Indirect Investment Algorithm.
2.2.2-2 Radian Raw Material, Labor &
Utility Costs with Radian
Solid Waste Disposal Costs &
Radian Indirect Cost Algorithm
(0.6 Capacity Factor)
2.2.3-3
*ln each case the maintenance component In the annual O&M cost is based on the capital
Investment to the Immediate left.
-------
REFERENCES
1. Klausmeier, R.F., Owen, M.O., Larsen, J., Anderson, T. Cost Estimating
for Air Pollution Control. Radian DCN 78-100-139-09-08 (unpublished),
October 1978.
2. Energy and Environmental Analysis, Inc. Survey of the Application of
Flue Gas Desulfurization Technology in the Industrial Sector. FEA
Contract No. CO-05-60469, FEA/G-77-304. Arlington, VA., December 1976.
3. Klausmeier, et al., op cit.
4. Energy and Environmental Analysis, Inc., op cit.
5. Stephenson, C.D. and Torstrick, R.L. Shawnee Lime/Limestone Scrubbing
Computerized Design/Cost-Estimate Model Users Manual. Tennessee Valley
Authority, Muscle Shoals, AL, EPA-600/7-79-210, August 1979.
6. Stephenson, C.D. and Torstrick, R.L. "The Shawnee Lime-Limestone
Computer Program." Tennessee Valley Authority, Muscle Shoals, AL,
Presentation at the Fifth Industry Briefing Conference, Results of
EPA Lime/Limestone Wet Scrubbing Test Programs, Raleigh, N.C.,
December 1979.
7. Premises for Comparative Economic Evaluations of Emission Control Pro-
cesses. Tennessee Valley Authority, Muscle Shoals, AL, December 1979.
8. Personal Communication. Al Schroeder, Tennessee Valley Authority,
Muscle Shoals, AL, July 1980.
9. Dickerman, J.C. and Johnson, K.L. Technology Assessment Report for
Industrial Boiler Application; Flue Gas Desulfurization. EPA-600/7-79-
178c, November 1979.
10. Dickerman, et al., op cit.
11. PEDCo Environmental Inc. Preliminary Results of FGD Cost Analysis for
Lime/Limestone Processes (Preliminary (Invalidated Data), Cincinnati,
Ohio, June 1980.
12. Smith, M., Melia, M., and Gregory, N. EPA Utility FGD Survey.
October-December 1979. EPA-600/7-80-029a, January 1980.
13. Smith, et al., op cit.
14. Technical Assessment Guide. PS-1201-SR, Electric Power Research
Institute, July 1979.
2-100
-------
15. Dickerman, et al., op cit.
16. Dickerman, et al., op cit.
17. Dickerman, J.C. (Radian) to Mobley, J.D., (EPA/IERL/RTP). Solids
Disposal Costs, November 2,. 1979.
18. Burnett, T. Preliminary Economic Analysis of a Lime Spray Dryer FGD
System. EPA-600/7-80-050, March 1980.
19. Personal communication with Tom Burnett, Economic Evaluation Section,
Tennessee Valley Authority, Muscle Shoals, AL, July 1980.
20. Personal communication, op cit.
21. Dickerman, J.C. and K.L. Johnson. Technology Assessment Report for
Industrial Boiler Applications; Flue Gas Desulfurization.
EPA-600/7-79-178c, November 1979.
22. Dickerman, et al., op cit.
23. Personal communication with Frank Boyd, Economic Evaluation Section,
Tennessee Valley Authority, Muscle Shoals, AL, June 1980.
24. Dickerman, et al., op cit.
25. Dickerman personal communication, op cit.
2-101
-------
SECTION 3
FLUE GAS DESULFURIZATION SYSTEM RETROFIT
COST ESTIMATES FOR UTILITY BOILERS
The costs for installing an FGD unit on new boilers (industrial and
utility) were evaluated in Section 2. In this section, FGD system retrofit
considerations are discussed. Adding a new process to an existing plant is
typically more expensive than originally designing the plant to include the
process. This is true for many boilers because adequate space was not provided
for FGD system installation when the boiler was originally installed.
Retrofit factor is defined as the ratio of the capital investment cost
for installing a process in an existing plant to the capital investment
cost for the same process in a new installation. This factor is often applied
to new installation costs to estimate the costs of putting the same basic
equipment into an existing facility. Retrofit factors for FGD systems have
been reported from as low as 0.9 to as high as 3.0. A study was conducted
to understand these differences and determine if a factor or set of factors,
as a function of a number of significant variables, could be developed.
Section 3.1 briefly summarizes some of the existing studies on retrofit
factors. Section 3.2 presents an analysis for two utility boiler FGD system
retrofits. Section 3.3 presents retrofit factor recommendations for use in
the acid rain work.
Although there is no retrofit factor for operating costs, annualized
cost will increase because the capital investment is increased. Other
operating costs such as labor, materials and utilities will be approximately
the same for new and retrofit facilities.
3-1
-------
3.1 REVIEW OF EXISTING STUDIES
A study by M.W. Kellogg in 19721 showed that 79 percent of 103
utility plants evaluated had adequate space to install S02 scrubbers. Each
plant was surveyed, and a total capital investment retrofit factor was
estimated qualitatively for each boiler. This retrofit factor compared
the retrofit investment to the investment for installing the same system
in a new plant. Considerations such as space availability and extent of
plant modification required were addressed. These factors ranged from 1.0
for installing an FGD unit on a new plant to 3.0 for a complex retrofit
installation. The results of the study are presented in Table 3.1-1. The
study indicated trends toward higher factors with older, smaller power plants.
The average factor for units more than 20 years old with capacities of less
than 100 MUe was 3.0, while that for units less than ten years old with
capacities of less than 500 MWe was 2.0. The average investment retrofit
factor (weighted for capacity) was 1.69.
Detailed engineering studies were not performed in the Kellogg program.
Retrofit factors of 1.0, 1.5, 2.0, 2.5 and 3.0 were qualitatively assigned to
the various boilers based primarily on site observations. The prime considera-
tion in estimating the retrofit factor was the difficulty in installing-
the scrubber. The relative ease or difficulty of installing the solids
handling and waste disposal systems was apparently not considered. For
example, the complexity in retrofitting the scrubber might be 2.0, while
the complexity in retrofitting the balance of the control system might be
1.0. If the investment for each portion is equal, the total system retrofit
factor should be 1.5, whereas it appears that 2.0 was indicated in the study.
A cost analysis by Kellogg of these same installations showed that the
incremental annual revenue requirement* would be 2.5 - 3.5 mills/kwh higher
than for a new installation. Most of the increase is the result of higher
capital-related charges.
Annual O&M costs plus capital-related charges.
3-2
-------
TABLE 3.1-1
1972 M.W. KELLOGG FGD SYSTEM RETROFIT STUDY
Complexity
Factor
1.0
1.5
2.0
2.5
3.0
*
Total Capacity
Total U.S. Oil
Surveyed Generating
Capacity., MW
1,037
26,853
9,333
16,012
16,477
18,538
88,250
Surveyed = 88,250 MW
& Coal Generation Capacity
Percent
1.17
30.34
10.54
18.10
18.61
21.24
at Time of Survey =
Cumulative
Percent
1.17
31.51
42.05
60.15
78.76
100.00
212", 94 3 MW
Reference 1.
*Retrofit of FGD system was considered infeasible.
3-3
-------
Radian performed a study in 19732, using some of the Kellogg information.
It was concluded that 87 percent of the units less than ten years old and
85 percent of the units with capacities of greater than 500 MW have sufficient
space to be retrofitted. As shown in all studies, the key for the ability
to retrofit is availability of space to install the absorbers.
As part of this study, Radian estimated capital investment retrofit
factors of 1.30 and 1.23 for two relatively new coal-fired installations.
Large differences in annualized costs between retrofit and new installations
were also noted. However, the major factor contributing to the higher
operating costs was related to the higher capital investment coupled with
a shorter operating life at low capacity factors.
McGlamery e_t al^3 studied the impact of retrofitting FGD systems and
found that long duct runs and higher installation costs were the major
factors contributing to higher investment/operating costs. However, retrofit
factors of less than 1.0 were found because of differences assumed in the
methods of reheat and particulate removal requirements. When a comparison
between installing an FGD system on an existing plant and on a new plant
was made on the same basis, the ratio of direct investment (retrofit costs
divided by new plant costs) over the range of 200 to 1000 MW was about 1.22
for a limestone slurry process and 1.25 for a lime slurry process (Table
3.1-2).
In addition, a difference of six percent in indirect investment
(design, field expenses, contractor's fees and contingency) as a function of
direct investment for a retrofit installation was considered realistic. Thus,
the total capital investment retrofit factor increased to 1.28 for a limestone
slurry process and to 1.31 for a lime slurry process. Differences in annual-
ized costs between retrofit and new installations were due almost entirely to
higher capital-related charges when both processes were put on an equivalent
equipment basis.
3-4
-------
TABLE 3.1-2 RETROFIT FACTORS FROM TVA ANALYSIS (3.5% S Coal, 90% S02 Removal, On-Site Solids Disposal)
01
Direct Investment, 103 $, Mid-1974 $
Existing Plant
Process
Limestone
Slurry
LJme Slurry
Boiler
Size, MW
200
500
1000
200
500
1000
Total
6,608
14,116
21,947
7,594
15,913
23,821
Noncommon*
Equipment
1,696
3,934
5,999
3,595
7,919
11,918
Net
4,912
10,182
15,948
3,999
7,994
11,903
Total
7,911
16,069
24,637
7,133
14,318
21,397
New Plant
Noncommon*
Equipment
3,899
7,682
11,563
3,958
7,915
11,898
Net
4,012
8,387
13,074
3,175
6,403
9,499
Ratio
Net Existing
Net New
1.22
1.21
1.22
1.26
1.25
1.26
* Reference 3.
*Noncommon equipment = particulate scrubbers (new facility only), stack gas reheat, calcium solids
disposal. For example, the reheaters were direct oil-fired units for the retrofit and were indirect
steam units for the new facility.
-------
In a PEDCo study1* of 238 utility boilers, each boiler was inspected and
FGD system capital investment was estimated for retrofit to the existing
plant and for a comparable new plant (Table 3.1-3). Details of these
comparisons are not available to determine if the retrofit and new installa-
tions were compared on the same installed equipment basis. The results of
the PEDCo analysis are:
Average retrofit factor = 1.21
Range = 1.00 to 1.99
Mean = 1.16, Mode = 1.16*
No comparisons were made for operating and maintenance costs.
Ponder e± al.5 and Dickerman et aJL.6 indicate that retrofit investment
can be signficantly higher due to the following factors:
Percent Increase in Capital Investment
Long duct runs 4-7
Tight space 1-18
Delayed construction 5-15
Hilly terrain 0-10
New stack 6-20
Uhl7 recommends an investment retrofit factor of 1.3 x Fixed Investment.
More recently, Pullman-Kellogg carried out another retrofit study.8 TVA
reviewed these results and reported that the retrofit factors were excessively
high.9
*Mean and mode are based on a tabulation of the retrofit factors
presented in Table 3.1-3.
3-6
-------
TABLE 3.1-3 PEDCo POWER PLANT FGD CAPITAL INVESTMENT RETROFIT FACTORS l.
Plant Name
Albany
Amos
B.L. England
Big Bend
Big Sandy
Brayton Point
Cabin Creek
Chesterfield
Colbert
Cooper
Boiler
No.
1
2
3
4
1
2
3
1
2
1
2
3
1
2
1
2
3
81
82
91
92
1
2
3
4
5
6
1
2
3
4
5
1
2
Investment Trucking Distance
Retrofit Capital Investment On-Site to Disposal Site,
Factor ($/kW) Jan. 1975* Ponding Miles
1.560 95.91 x
1.560
1.560
1.560
1.158 N.A. N.A.
1.158
1.226
1.264 112.20 x
1.264
1.113 58.49 x
1.113
1.113
1.160 N.A. x
1.160
1.410 52-27 10
1.310
1.084
1.452 N.A. N.A.
1.452
1.565
1.565
1.090 "N.A. N.A.
1.158
1.158
1.158
1.158
1.158
1.070 74.60 N.A.
1.070
1.080
1.070
1.090
1.181 N.A. N.A.
1.181
Reference 4.
*Capital investment is for limestone FGD, combined for all boilers.
N.A. = not available
(Continued)
3-7
-------
TABLE 3.1-3 PEDCo POWER PLANT FGD CAPITAL INVESTMENT RETROFIT FACTORS1(Cont.)
Plant Name
Crist
Crystal River
Crane
Cumberland
Dale
Danskammer
Delaware City
Des Moines
Edge Moor
Gould Street
Fort Martin
Boiler
No.
4
5
6
7
1
2
1
2
1
2
1
2
3
4
1
2
3
4
1
2
3
4
6
7
8
9
10
11
1
2
3
4
3
1
2
Investment
Retrofit
Factor
1.140
1.140
1.160
1.160
1.000
1.000
1.640
1.500
1.140
1.140
1.150
1.110
1.090
1.090
1.391
1.520
1.390
1.150
1.036
1.036
1.036
1.110
1.339
1.339
1.226
1.226
1.339
1.226
1.110
1.110
1.110
1.188
1.475
1.113
1.113
Trucking Distance
Capital Investment On-Site to Disposal .Site,
($/kW) Jan. 1975* Ponding Miles
65.87 N.A.
99.05 x
102.45 15
80.78 N.A.
80.61 N.A.
89.94 15
96.16 x
N.A/'* x
66.00
78.27 x
106.48 15
67.77 N.A.
1
Reference 4.
*Capital investment is for limestone FGD, combined for all boilers.
**Capital investment for Boiler 6 is not available.
N.A. = not available.
(Continued)
3-8
-------
TABLE 3.1-3 PEDCo POWER PLANT FGD CAPITAL INVESTMENT RETROFIT FACTORS1(Cont.)
Power Plant
Gallatin
Gannon
Green River
Hammond
Harrison
Hawthorn
James River
Jeffries
Boiler
No.
1
2
3
4
1
2
3
4
5
6
1
2
3
4
5
1
2
3
4
1
2
3
1
2
3
4
5
1
2
3
4
5
1
2
3
4
Investment
Retrofit
Factor
1.080
1.080
1.070
1.070
1.070
1.060
1.060
1.070
1.140
1.170
1.045
1.045
1.045
1.100
1.100
1.140
1.140
1.140
1.140
1.384
1.384
1.384
1.339
1.339
1.339
1.339
1.226
1.452
1.339
1.339
1.452
1.339
1.165
1.165
1.339
1.339
Trucking Distlnce
Capital Investment On-Site to Disposal -Site-V
4$/kW) Jan. 1975* Ponding Miles
93.96 x
57.66 2
X
114 . 12 x
74.94 N.A.
78.00 x
N.A.** x
107.82 x
86.58 x
1Reference 4.
*Capital investment is for limestone FGD, combined for all boilers.
**Capital investment for Boiler 4 is not available.
N.A. = not available.
(Continued)
3-9
-------
TABLE 3.1-3 PEDCo POWER PLANT FGD CAPITAL INVESTMENT RETROFIT FACTORS ^Cont.)
Power Plant
John Sevier
Johnsonville
Kammer
Kanawha
Kaw
Kennedy
Lawrence
McManus
McWilliams
Mt. Tom
Maynard
Boiler
No.
1
2
3
4
1
2
3
4
5
6
7
8
9
10
1
2
3
1
2
1
2
3
6
9
10
2
3
4
5
1
2
1
2
3
1
9
10
11
12
14
Investment Trucking Distance-
Retrofit Capital Investment On-Site to Disposal -Site,
Factor ($/kW) Jan. 1975* Ponding Miles
1.045 52.70 x
1.045
1.045
1.045
1.230 76.38 x
1.230
1.230
1.230
1.160
1.160
1.160
1.160
1.110
1.110
1.134 82.70 N.A.
1.134
1.134
1.791 N.A. N.A.
1.339
1.294 95.40 3
1.226
1.084
1.045 N.A. x
1.045
1.045
1.384 N.A. x
1.384
1.384
1.113
1.113 N.A. N.A.
1.113
1.113 N.A. x
1.113
1.113
1.068 64.11 x
N.A. N.A. N.A.
N.A.
N.A.
N.A.
N.A.
Reference 4.
*Capital investment is for limestone FGD, combined for all boilers.
N.A. = not available.
3-10
(Continued)
-------
TABLE 3.1-3 PEDCo POWER PLANT FGD CAPITAL INVESTMENT RETROFIT FACTORS ^Cont.)
Power Plant
Mitchell
Morgantown
Municipal
Norths ide
Neal
Owensboro
Paradise
Portsmouth
Port Wentworth
"
Quindaro 2
Quindaro 3
Riverside
St. Glair
Boiler
No.
1
2
1
2
5
6
1
2
3
1
2
1
2
3
4
1
2
3
1
2
3
4
1
2
3
17
18
19
20
21
22
1
2
1
2
1
Investment Trucking Distance-
Retrofit Capital Investment On-Site to Disposal- Site-,.
Factor ($/kW) Jan. 1975* Ponding Miles
1.384 84.80 N.A.
1.384
1.110 73.60 6
1.110
1.086 N.A. N.A.
1.110
1.057 N.A. x
1.057
1.023
1.339 N.A. x
1.452
1.068 N.A. x 2
1.068
1.068
1.110
1.158 77.30 x
1.158
1.158
1.068 N.A. N.A.
1.068
1.068
1.068
1.113 N.A. x
1.113
1.113
1.158 N.A. N.A.
1.158
1.158
1.158
1.158
1.158
1.110 68.19 3
1.061
1.332 152.61 15
1.181
1.339 79.33 x
Reference 4.
*Capital investment is for limestone FGD, combined for all boilers.
N.A. = not available.
3-11
(Continued)
-------
TABLE 3.1-3 PEDCo POWER PLANT FGD CAPITAL INVESTMENT RETROFIT FACTORS 1 (Cont.)
Power Plant
Salem Harbor
Schiller
Shawnee
Sheldon
Somerset
Southside
South Street
Sutherland
Sutton
Tecumseh
Boiler
No.
1
2
3
1
2
3
4
5
1
2
3
4
5
6
7
8
9
10
1
2
1
2
1
2
3
4
5
1
2
1
2
3
1
2
3
7
8
9
10
Investment Trucking Distance
Retrofit Capital Investment On-Site to Disposa-l- Site,.
Factor ($/kW) Jan. 1975* Ponding Miles
1.990 104.19 25
1.933
1.886
1.023 N.A. N.A.
1.023
1.023
1.023
1.023
1.136 68.64 x
1.136
1.136
1.136
1.136
1.136
1.136
1.136
1.136
1.136
1.050 59.46 x
1.070
1.111 81.24 25
1.156
1.160 N.A. N.A.
1.160
1.160
1.160
1.160
1.197 101.73 6
1.197
1.384 N.A. N.A.
1.384
1.113
1.158 x
1.158
1.339
1.294 N.A. N.A.
1.294
1.294
1.294
Reference &.
*Capital Investment is for limestone FGD, combined for all boilers.
N.A. = not available.
3-12
(Continued)
-------
TABLE 3.1-3 PEDCo POWER PLANT FGD CAPITAL INVESTMENT RETROFIT FACTORS1(Cont.)
Boiler
Power Plant No.
Wabash
Wagnor
Watson
Waukegan
West on
West Springfield
Winnetka
Yorktown
Zuni
1
2
3
4
5
6
1
2
1
2
3
1
2
3
1
2
1
2
3
4
5
6
7
8
1
2
1
2
3
Investment Trucking Distance
Retrofit Capital Investment On-Site to Disposal" Site-,
Factor ($/kW) Jan. 1975* Ponding Miles
N.A. N.A. x
N.A.
N.A.
N.A.
N.A.
N.A.
1.097 89.66 x
1.097
1.230 N.A. x
1.230
1.230
1.283 71.96 x
1.283
1.283
1.791 111.37 x
1.791
1.283 71.96 x
1.283
1.283
1.562 N.A. N.A.
1.520
1.520
1.407
1.407
1.271 N.A. 8
1.271
1.339 104.00 15
N.A. N.A.**
1.113
Reference 4.
*Capital investment is for limestone FGD, combined for all boilers.
**Capital investment for Boiler 1 is not available, investment shown is for
Boiler 1 and 3.
N.A. = not available.
3-13
-------
3.2 CURRENT STUDIES
As described in Section 2.1.2-4, PEDCO has analyzed the capital invest-
ment for utility FGD systems where data are available.10 Two retrofit installa-
tions were found to be comparable to the limestone FGD system used in the
economic studies in this report, i.e. a boiler firing 3.5 percent sulfur
coal with an FGD system providing 90 percent S02 removal. As in Section
2.1.2-4, these PEDCoadjusted numbers were further modified to put them on
the same equipment and indirect investment bases as the TVA cost estimates
provided in this report. An investment retrofit factor was then derived by
comparing the investment for these actual retrofit installations to the
calculated investment using the TVA procedures for a new FGD installation
with the same capacity. These results are shown in Table 3.2-1. A retrofit
factor of 1.08 was calculated for Widows Creek, and 1.15 was calculated
for Powerton.
3-14
-------
TABLE 3.2-1
INVESTMENT RETROFIT FACTOR EVALUATION
I'ldiH Description
IVA
Widows Creek 8
MHe
550
New or
Retrofit
K
Coal
Sulfur,
Wt. Z
3.70
z so2
Removal
70
PEDCo
investment
Adlustment
145
Indirect
Investment
Adjustment*
161
Spare
Scrubbers
21
New
+ Reheat + l'ond** =
12
Total
194
IVA
Estimate
180
I . .
Retrofit
Factor
1 08
Comiiionwea 11 h
I'd I sun
I'nwei lun 5 I
/. 50
3.60
74
138
153
42
(2 spares)
12
207
180
I .15
Investment Is expressed as $/KWc
* Indirect Investment adjustment adjusts the PEDCo Investment estimate to the same investment bases as the TVA.
** Each of these units weie Installed prior to RCRA regulations. The $12/KUe Is TVA's estimate for the Incremental
uoat of tlielr new pond design relative to the pre-RCRA pond design.
-------
3.3 RECOMMENDED FLUE GAS DESULFURIZATION RETROFIT FACTORS
3.3.1 Utility Boilers
It is recommended chat a capital investment retrofit factor of
RF = 1.1 to 1.4 x Direct Investment
be used for boilers greater than or equal to 200 MWe. (Direct investment
is defined in Table 3.3-1.) A factor of 1.1 would be used for installations
that have sufficient space for equipment and that appear to require straight-
forward installation; a factor of 1.4 would be used for difficult retrofits.
A factor of 1.2 would be used for "average" retrofits for boilers less than
10 years old and with capacities greater than 200 MWe.
These recommendations should only be used for a "preliminary" evaluation
of the costs of retrofitting FGD systems to utility boilers. As discussed
previously, some boilers do not have adequate space for retrofit and there-
fore either cannot accommodate an FGD system or the costs would be. exorbitant.
An engineering evaluation following a site inspection would be necessary to
provide a reasonable cost estimate for a specific retrofit.
No retrofit factor for annualized costs is recommended. There would
probably be some slight increase in operating cost due to greater pressure
drops in longer duct runs, etc. However, this cost increase may be
negligible compared to the increase in capital-related costs due to the
higher capital investment for retrofit installations. Of course, the remain-
ing life of the boiler and the projected capacity utilization factor will
influence these capital-related costs significantly. Definition of these
factors by the boiler operator will be required before meaningful costs (in
mills/kwh) can be estimated.
3-16
-------
TABLE 3.3-1 CAPITAL INVESTMENT COMPONENTS
Direct Investment
All installed equipment, foundations, structural components,
instrumentation and buildings.
+ Indirect Investment
Engineering design and supervision, construction expenses, contractor
fees and contingency - usually calculated as a percent of Direct
Investment.
Subtotal = Fixed Investment
+ Allowance for Startup and Modifications
+ Interest During Construction
+ Land
+ Working Capital
Total = Capital Investment
3-17
-------
3.3.2 Industrial Boilers
No studies for industrial boiler FGD system retrofits were located.
Therefore, no retrofit factor is recommended for industrial boiler FGD systems.
The same types of considerations discussed in Section 3.3.1 on utility boilers
will be applicable for these systems.
3-18
-------
REFERENCES
1. Kellogg (MW) Company. Applicability of SO? - Control Processes to
Power Plants. NTIS PB 213 421, November 1973.
2. Radian Corporation. Factors Affecting Ability to Retrofit Flue Gas
Desulfurization Systems, EPA-450/3-74-015, December 1973.
3. McGlamery, G.G., R.L. Torstrick, W.J. Broadfoot, J.P. Simpson,
L.J. Hensen, S.V. Tomlinson, and J.F. Young. Detailed Cost Estimates
for Advanced Effluent Desulfurization Processes. EPA-600/2-75-006,
January 1975.
4. Ponder, T.C. (PEDCo) to R.L. Totstrick (TVA). Power Plant Retrofit
Factors, February 25, 1976.
5. Ponder, T.C., L.V. Yerino, U. Katari, Y. Shah, and T.W. Devitt.
Simplified Procedures for Estimating Flue Gas Desulfurization System
Costs. EPA-600/2-76-150, June 1976.
6. Dickerman, J.C. and K.L. Johnson. Technology Assessment Report for
Indus t r ial Bo Hera. EPA-600/7-79-1781, November 1979.
7. Uhl, V.W. A Standard Procedure for Cost Analysis of Pollution Control
Operations; Vol. II. Appendices. EPA-600/8-79-0186, June 1979.
8. Pullman-Kellogg Company. Proposed Guidelines for Determining Best
Available Retrofit Technology for Coal-Fired Power Plants and Other
Major Stationary Sources. EPA-450/3-80-609a, March 1980
9'. Torstrick, R.L. (TVA) to Michael A. Maxwell (EFA/IERL/RTP). June 12,
1980.
10. Preliminary Results of FGD Cost Analysis for Lime/Limestone Processes
(Preliminary unvalidated data), PEDCo Environmental, Inc., Cincinnati,
OH, June 1980.
3-19
-------
SECTION 4
COMPARISON OF TENNESSEE VALLEY AUTHORITY AND PEDCO ENVIRONMENTAL, INC.
CAPITAL INVESTMENT AND ANNUAL COST ALGORITHMS FOR UTILITY BOILER FGD SYSTEMS
TVA and PEDCo Environmental, Inc. have both developed algorithms to
estimate FGD system capital investment and annualized costs. Studies show,
however, that there are many differences in the final results of their work.
One study by PEDCo1, comparing their algorithm with TVA's, highlights some
of these differences. A major difference pointed out by PEDCo was in the
equipment bases used in calculating capital investment and annualized costs;
i.e., the two studies assumed different equipment configurations. However,
all of the differences were not resolved. Therefore, the objective of this
section is to determine the differences between TVA and PEDCo capital invest-
ment and annualized cost estimates for comparable FGD systems. First, the
equipment basis of the two algorithms are determined. Next, the investment/
cost calculational algorithms are compared and differences noted. Then the
impact of the different equipment bases and calculational algorithms on invest-
ment and annualized costs are estimated. Finally, both the TVA and PEDCo
studies are put on the same base to determine if the investment/cost results
are equivalent.
4.1 EQUIPMENT CONFIGURATION BASIS
One of the difficulties in this study was that the equipment bases and
financial algorithms for both TVA and PEDCo have changed with time. For the
initial comparison, the latest update by TVA was used2, along with a study
recommended by PEDCo Environmental, Inc.3 However, the PEDCo study was not
the most current available; differences between this older study and more
current ones have been noted.1*'5
4-1
-------
A comparison of the equipment bases and operating conditions for several
studies for both TVA and PEDCo is shown in Table 4.1-1. The impacts of the
numerous differences are discussed in Section 4.4.
4.2 ECONOMIC PREMISES
The economic premises used by TVA and PEDCo for several studies are
shown in Table 4.2-1. TVA gives a detailed description of the basis for
annual capital-related charges (e.g., the cost of capital, etc.) in their
reports. PEDCo, however, does not provide such a detailed description.
Each reference used in obtaining PEDCo information specified different com-
ponents for the annual capital-related charges. A description of the costing
methodology for TVA and PEDCo is presented in Appendix F.
4.3 CAPITAL INVESTMENT ALGORITHMS
The capital investment algorithms used by TVA and PEDCo are _given in
Table 4.3-1. A comparison of the components that make up total capital
investment (TCI) shows many differences between the TVA and PEDCo methodology.
The key point, however, is that the TCI can be estimated by multiplying the
direct investment (DI) by 2.0 for TVA and 1.8 for PEDCo.
4.4 COMPARISON OF TVA AND PEDCO CAPITAL INVESTMENT
PEDCo has published an economic study of the installation of a 500 MWe
lime slurry FGD system.5 This study, based on firing 3.5 percent sulfur coal
with 90 percent S02 removal, was put on a 1980 investment dollar basis. TVA
then conducted a similar study for this report, using their latest basis,
which is detailed in Table 4.3-1. The pertinent design bases for these
studies, extracted from Tables 4.1-1 and 4.2-1 are presented "in Table 4.4-1.
4-2
-------
TABLE 4.1-.1 COMPARISON OF TVA AND PEDCo EQUIPMENT CONFIGURATION
AND OPERATING CONDITIONS
3oiler
Location
Size, MU
can
Life (Years)
N'ew
Retrofit
Capacity Factor, %
Heat Rate, Btu/Kwh
TVA*
East Central
200, 500, 1000
be 'icilized down to 100
30
20
Year 1-5 50 + 4 x Age
Year 6-15 70
Year 16-30 115 - 3 * Ase
Levelized = 63%
(10% discount factor)
500 MW - 9,500
TEDCo**
Midwest-East
25, 100, 200
[500]
35
-
65
25 MW
100 MW
200 MW
500 MW
1,000 MW
North Central
, 500, 1000
. )
30
H
- 10,000
- 9,500
- 9,200
- 9,000
- 8,700
Fuel (coal)
Sulfur Variability
% S -» SOV
Not taken into account
directly.
92% eastern bituminous
85% western subbituminous
24-hour average sulfur content
is higher than long term
average by up to 47%.
Not specified.
Coal Analysis (Wet Basis) Heat Coal Analysis (Wet Basis) Heat
%S %S Z Content ' %s %S % Content
Bituminous
Bituminous
Bituminous
jubbituminous
Lignite
Anthracite
Total
4.80
3.36
1.92
O.S9
-
-
Pyrlte
3.17
2.21
1.25
0.20
-
-
Asn
15
15
15
9
.1
.1
.1
.7
-
-
Btu/lb
11
11
11
9
,700
,700
,700
,700
-
-
Total
6
3
0
0
0
.39
.48
-
.8
.4
.8
Pvrite Ash
4.6 14
2.49 14
-
8
6
6
.0
.0
-
.0
.0
.0
Btu/lb
12,000
12,000
-
10,000
[10,500]
3,000
[ 7,900]
13,500
Flue Gas Entering Scrubber
Temperature, °F
300
310
Flow rate.
***
acfm/MWe
3375
3568
for
for
2.5%
0.7X
S
S
Codl
Coal
25
100
200
500
1000
MW -
MW -
MW -
MW -
1W -
3
3
3
3
3
,500
,350
,175
,080
,000
* Reference 2
(Continued)
** Reference 1 exceot chat information in [ ] is from Reference 3 and
information in { } Is from Reference 4.
*** Actual cubic feet per ainute.
4-3
-------
TABLE 4.1-1 COMPARISON OF TVA AND PEDCo EQUIPMENT CONFIGURATIONS AND
OPERATING CONDITIONS (Continued)
TVA*
PEDCo**
FGD System
Removal
Variable
Variable
'' Operating/Spare module
FGD Module Availability, %
200 MW 2/1
500 MW 4/1
1000 MW 8/2
85
25 MW
100 MW
200 MW
500 MW
1000 MW
25 MW
50 MW
100 MW
200 MW
350 MW
500 MW
750 MW
1000 MW
1/0
1/1
2/1
4/1
8/1
99
99
99
97
95
92
89
82
(based on 90% for each
scrubber module)
Reheat
Type
Temperature,
Indirect Steam
175
Not specified.
175
aolids Disposal
On-Site
Type
Yes - 1 mile from
scruober
Ponding (nonstaoilized)
"old" & "new" basis
and
Landfill disposal
Yes
Ponding (stabilized) -
* Reference 2
** Reference 1 except information in [ ] is from Reference 3 and in { is from
Reference 4.
4-4
-------
TABLE A.2-1 COMPARISON OF TVA AND PEDCo ECONOMIC PREMISES
TVA* PEDCo* *
Caplcal Structure, Z
Cose of Capital, Z
Discount Rate, Z
Investment Tax Credit, Z
Federal and State Income Tax, Z
Property Tax and Insurance, Z
Annual Inflation Race, Z
Depreciation, yrs (new)
Annual Capital-Related Charges:
Capital Recovery Factor
Interim Replacements
Insurance and Property Taxes
Levellzed Income Tax
Investment Credit
Accelerated Depreciation
Total
Coosnon Stock 35 DNA»
Preferred Stock IS
Long Tern Debt SO
Common Stock 11.4 DHA
Preferred Stock 10.0
Long Term Debt 9.0
Average 10 . 0
10 DNA
10 DNA
50 DNA
2.S DNA
6 7.5
30 20
TCI2x 10.61
TCI * °'56 See Note
TCI x 2.50 See Note
TCI x 4.31
TCI x (1.92)1
TCI x (1.36)1
TCI X 14.70
Note: Each of the PEDCo1 references has different annual capital charge factors. These range from
0.16 x TCI (Reference 3) to 0.231 x TCI (Reference 1). These capital charge factors varied
depending on assumptions concerning Income tax rate, debt/equity, local taxes and
Insurance, etc.
* Reference 2
»* Reference 1
IDNA - Data Not Available
2TCI - Total Capital Investment
'( ) - Denote* a Credit
4-5
-------
TABLE 4.3-1 COMPARISON OF TVA AND PEDCo CAPITAL INVESTMENT ALGORITHMS
TVA*
PEDCo**
Casn Flow
Tocal Process Capital (TPC)
Services & Miscellaneous
Direct Investment (DI)
Indirect Investment (II)
Engineering design & supervision
Arch & engineering contractor
Construction field expense
Contractor fees***
Contingency***
Freight
Off-site expenditure
Taxes
Fixed Investment (FI)
Other Capital Requirements (OCR)
Allowance for Start-up****
Interest during construction****
Rovalties
Working Capital
Raw material
Conversion cost
Overnead
Scares, accounts receivables
Land, S/acre
Tocal Capital Investment (TCI)
25Z 1st year of construction
50Z 2nd year of construction
2SZ 3rd year of construction
1979 equipment cost x CE index
(Installed basis)
6Z x TPC (4-8Z)
TDI TPC + Services and
miscellaneous
Not Specified
mid-1976 cost x 7.5Z/yr
(Installed basis)
Mot broken out separately
TDI TPC
7Z x DI (6-8Z)
2Z x DI (1-3Z)
16Z x DI (14-18:)
SZ x DI (4-6Z)
20Z (DI plus above II)
Included with DI
1S6Z x DI
12Z x FI
IS 61 x FI
0.5Z x DI
1 month supply
1 5 x monthly cost
1 5 x monthly cost
3Z x DI
5000
"- 2.0 x DI
10Z (DI - sludge pond) (10Z x DI)
10Z x DI
6Z (DI + II) (SZ x DI)
26Z x DI 20Z (DI -< II)
1.257. (DT - sludge pond) (None)
3 OZ t. DI (None)
1 50Z (DI - sludge pond) (2S x DI)
5 OZ x DI
10Z x DI
IX (DI - sludge pond) (None)
0.41 x DI (1Z JC DI)
:ooo
> 1.8 x DI
* Reference 2
** Reference 1 except Information in I ] Is from reference 3 and Information in ( ) is from reference 4.
*** Not a part of II with PEDCo method.
**»« Part of II in PEDCo method
MOTE. Direct Investment includes all installed equipment, pond, electrical, buildings, instrumentation, etc
4-6
-------
TABLE 4.4-1 DESIGN BASES FOR TVA AND PEDCo TOTAL CAPITAL
INVESTMENT COMPARISON
TVA
PEDCo
Boiler Data
Size, MWe
Life, Years
Capacity Factor, %
Heat rate, Btu/Kwh
Fuel
Composition (wet basis)
S, %
Pyrite, %
Ash, %
Heat Context, Btu/lb
500
30
63
9500
3.36
2.21
15.1
11,700
500
35
65
9000
3.48
2.49
14.0
12,000
Flue Gas
Temperature, 8F
Flow rate, acfm/MWe
FGD Scrubbers
Type
Operating Units
Spares
Reheat
-Type
Flue gas
Temperature, °F
Solids Disposal
Type
300
3375
wet lime
4
1
Indirect steam
175
Nonstabilized pond
("new" basis)
310
3080
wet lime
4
1
Type not specified
175
Stabilized pond
4-7
-------
The results of the two studies are given in Table 4.4-2. The total
direct investment (TDI) in the PEDCo study is 93 percent that of the TVA
study, with the largest absolute difference in the waste disposal area.
This is not unexpected since the TVA study assumes the use of TVA's "new
pond" model.* Using TVA's "old pond" model to calculate TDI for TVA brought
the TDI of the two studies within two percent of one another.
A close examination of the components that make up indirect investment
(II) and other capital requirements (OCR) shows that TVA includes freight
and off-site expenditures in calculating TDI, whereas PEDCo does not. Adding
these two components into TDI for PEDCo increases the PEDCo TDI to one per-
cent higher than that of TVA. Thus, the TVA and PEDCo algorithms give almost
the same TDI (including the TDI components) when the equipment basis and com-
ponents that make up the TDI are the same.
As shown in Table 4.3-1, the TVA and PEDCo algorithms used to calculate
II and OCR are different. Of course, when the same II and OCR algorithm is
used, the TVA and PEDCo models give nearly the same total capital investment
(TCI), since nearly the same TDI is used. This is illustrated in Table 4.4-2,
where a TVA TDI of $40,593,000 gives a TCI of $81,186,000, whereas a PEDCo
TDI of $41,199,000 gives a TCI of $82,398,000, using the TVA approximation
of TCI = 2.0 x TDI. Details of these calculations are given in Appendix G.
4.5 ANNUAL OPERATING COST AND REVENUE ALGORITHMS
The algorithms used to calculate direct operating costs, indirect oper-
ating costs, and annual capital-related charges for both TVA and PEDCo are
given in Table 4.5-1. Comparing the two algorithms shows that even with the
same technical basis (i.e., equipment configuration, material and energy
balances, etc.) there are significant differences in annual operating costs
and annual revenue requirement.
*Described in Section 2.1.2
4-8
-------
TABLE 4.4-2 500 MWe LIME SLURRY FGD
90% S02 Removal, 1980$)
SYSTEM CAPITAL INVESTMENT (3.5% S Coal,
TVA
Direct Investment (DI)
Raw Material Handling &
Preparation
S02 Scrubbing
Waste Disposal
(including pond)
TOTAL DIRECT INVESTMENT (TDI)
3
26
12
42
,261
,803
,380
,444
Investment, 1
0J $, 1980 $
PEDCo PEDCo/TVA
2,
27,
(10.529)1 9,
(40.593)1 39,
(40, 593) l
253 0
945 1
418 0
616 0
(41.199)1*
Indirect Investment (II) & Other
Capital Requirements (OCR)
Engineering Design &
Supervision
Architecture & Engineering
Contractor
Construction Field Expense
Contractor Fees
Contingency
Freight
Off-Site Expenditure
Taxes
Allowance for Start Up
Interest During Construction
Working Capital
Land
TOTAL II & OCR
Capital Investment
TOTAL
$/KWe
3
6
2
11
5
9
2
1
42
85
,820
,791
,122
,035
-
-
-
,093
,932
,390
,815
,998
,442
171
3,
3,
3,
11,
1,
1,
3,
(40.593)1'3 30,
(40.593)1.3
(81.186)1'3 69,
(81.186)1'3
( 163) 1>3
( 163)1'3
163
962
313
044
or* c
t nn
0
0
1
1
474
996 0
962 0
4622 0
154 0
113 (28.530)1* 0
(41.199)3"11
729 (69,729) 0
(82.398)3''1-
139 139
( res)3."
.69
.04
.76
.93
.83
.58
.56
.00
-
-
-"
.39
.40
.19
.08
.70
.82
-
(0.98)
(0.98)
(1.01)
(0.66)
(1.01)
(0.86)
(1.01)
pond model.
2Spares + raw material only.
3Total II + OCR = 1.0 x TDI.
UFreight and off-site expenditures included in TDI.
4-9
-------
TABLE 4.5-1 COMPARISON OF TVA AND PEDCo ANNUAL OPERATING
COST AND REVENUE ALGORITHMS
TVA
PEDCo
Capacity Factor
Direct Costs
Raw Material
Operating Labor &
Supervision
Utilities
Maintenance Labor
& Materials
Analyses
Indirect Costs
Plant &
Administrative OH
Payroll OH
Annual Capital-Related
Charges
0.63
(5500 hrs/yr)
Current Costs
Current Costs
Current Costs
8% x DI
Current Costs
0.65
Current Costs
Labor - Current Costs
Supv. - 15% x Direct Labor
Current Costs
Labor & Mat. - 4.35% x TCI
Supplies - 15% x Labor & Materials
None
60% of Direct
costs -
raw mat. -
utilities)
Included in Plant
and Administrative
OH
14.77%
50% x (Operating Labor & Maint.)
20% x Operating Labor
23.1%
4-10
-------
4.6 COMPARISON OF TVA AND PEDCo ANNUAL OPERATING COST AND ANNUAL REVENUE
REQUIREMENT
Table 4.6-1 shows the results of the TVA and PEDCo economic study. The
unit costs in Table 4.6-1 were used with the algorithms in Table 4.5-1 to
calculate the operating cost and annual revenue requirements. Although the
annual revenue requirement is approximately the same for the two studies,
very large differences in the components are evident.
The annual O&M and capital-related costs are put on the same basis in
Table 4.6-2. Specifically, the same unit costs and algorithms were applied
to both the TVA and PEDCo material balances, energy balances, and labor
and supervision assumptions. Both the algorithm and unit costs used were
the latest TVA figures. The capital investments used in the maintenance
algorithm are shown in Table 4.4-2.
As Table 4.6-2 shows, both the operating costs and the annual revenue
requirements are comparable for the two studies. The components that- make
up the costs are also comparable, illustrating that the basic inputs (i.e.,
material and energy balances and labor and supervision assumptions) for the
two studies are also comparable. The major cost difference is in the
electricity consumption. The limited investigation by this study -could not
resolve this large difference. Details of the cost calculations are given
in Appendix G.
4.7 SUMMARY
The basic objective of this section was to determine the sources of
differences in capital investment and annual costs between TVA and PEDCo
algorithms and to determine the impact of these differences. It was found
that, with the exception of the waste pond model, the basic equipment con-
figurations of the latest TVA and PEDCo studies are the same. Major
differences in capital investment for the two studies are due to different
indirect investment and other capital requirement algorithms. Similarly,
it was found that the basic material and energy balances and labor and
4-11
-------
TABLE 4.6-1 500 MWe LIME SLURRY FGD ANNUAL COSTS AND REVENUE
(3.5% S Coal, 90% S02 Removal)
TVA*
PEDCo
Unit
Cose
Annual
Quantity
Annual
Cost, ID'S
Unit
Cose
Annual
Quantity
Annual
Coat, 101 S
Direct Coses
itaw Material
Mm0
Fixation Chemicals
Conversion Coses
Labor
Op. Labor
Supv.
Utilities
Steam
Process HjO
Electricity
S40/ton
|S12.50/hr
32.00/MBTU
$0.12/Kgal
$0.029/Kuh
Maintenance
Labor & Materials SZ x TDI
Supplies
Analyses
Sludge Handling
DIRECT COSTS
S17/hr
60K cons
28.SK hr
438 x 10s BTU
146 x 10* gal
39.5 x 10' K«h
4590 hr
2,405
356
876
18
1,146
2,375
78
7.753
550/ton
520/ton
SlO/hr
15Z x
Dlrece
Labor
$1.25/MBTU
S0.20/Kgal
S0.025/Kvh
(Calculations
on 4555 hr/yr
4.3SZ x TCI
15Z x Labor
& Mac.
64K tons
26K tons
27.7K hrs
3,219
527
277
42
$2/eon-
mile
92 MBTU/hr 542
592 gpm 32
76.1 x 10' Kvh 1,903
show utilities based
- 0.52 cap. factor)
2.889
433
528
10,374
264K ton-
mile
Indirect Costs
Overhead
Plant
Administration
60Z (Conv.
Cost -
Utilities
INDIRECT COSTS
lac YEAR OP & MAINTENANCE
1,985
1,985
9.738
50Z x Op.
Labor &
Maine.
20Z x Op.
Labor S
Supv.
* This particular scudy used a 0.54 capacity faccor
K - thousand, M - million
1,821
64
1,385
12,259
Fixed Charges
Depreciation
Taxes
Insurance
Capital Costs 14. 7Z x TCI
TOTAL FIXED CHARGES
12,560
12,560
equivalent to
23. JZ x TCI
1,206
4.708
253
9,336
16,103
TOTAL ANNUAL REVENUE 22,298 28,362
Mllls/Kuh 9.43 9.96
4-12
-------
4>
M
. LO
TABLE 4.6-2. 500 MWe LIME SLURRY FGD ANNUAL COSTS ON SAME UNIT COST
AND OPERATING BASIS (3.5% S Coal, 90% S02 Removal, 0.63
Capacity Factor)
Direct Costs
Raw Material
Lime
Conversion Costs
Op. Labor &
Supv.
Utilities
Steam
Process HaO
Electricity
Maint. Labor
& Supv.
Analyses
TOTAL COSTS
Overhead
60% (Conv. Costs
1st YEAR O&M
Mills/Kwh
Unit Cost
$40/ton
$12.50/hr
$2.00/MBTU
$0.12/Kgal
$0. 029/Kwh
8% x TDI
$17/hr
- Utility)
COSTS
Fixed Charges - 14.7% x TCI
ANNUAL REVENUE REQUIREMENT
Mills/Kwh
TVA
Annual Annual
Quantity Cost, 103$
70K tons 2,800
33. 3K hrs 416
511 MBTU 1,022
170 Mgal 20
46M Kwh 1«334
3,396
4590 hours 78
9,066
2.334
11,400
4.13
11,934*
23,334
8.45
PEDCo
Annual Annual
Quantity Cost, 103$
63K tons 2,520
26.8 hrs 335
508 MBTU 1,016
196 Mgal 24
92M Kwh 2,668
3,296
9,859
2,179
12,038
4.37
12.192**
24,230
8.78
* Using TCI = 2.0 x TDI
** Using TDI = 81,186,000 (Table 4-5)
K = Thousand, M = Million
-------
supervision assumptions are comparable for the two studies. Major
differences in annual O&M cost and annual revenue requirements are due to
different calculational algorithms, electricity usage, and unit costs.
4-14
-------
REFERENCES
1. Gibbs, Larry L., Duane S. Forste, and Yatendra M. Shah. Particulate
and Sulfur Dioxide Emission Control Cost for Large Coal-Fired Boilers,
PEDCo Environmental, Inc., EPA-450/3-78-007, February 1978.
2. Torstrick, R.L. and David Stevenson. Premises for Comparative Economic
Evaluations of Emission Control Processes, Technical and Economic
Evaluation Section, Emission Control Development Projects, Office of
Power, Tennessee Valley Authority, Muscle Shoals, AL, December 1979.
3. Shah, Yatendra, M. Melia, and N. Gregory. Cost Analysis of Lime-Based
Flue Gas Desulfurization Systems for New 500 MW Utility Boilers, PEDCo
Environmental, Inc., EPA-450/5-78-003, January 1979.
4. Smith, M. and M. Melia. EPA Utility FGD Survey; October-December 1979,
PEDCo Environmental, Inc., EPA-600/7-80-029a, January 1980.
5. Gibbs, et al., op cit.
6. Torstrick, et al., op cit.
7. Gibbs, et al., op cit.
4-15
-------