(GP/GT) for Additional Water Supply in the Lower Rio Grande

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DESALINATION/AGRICULTURE/AQUACULTURE ECONOMIC RESULTS The study included one more analysis, a geothermal turbine unit was installed with desalination and an agriculture/aquaculture facility, taking advantage of the cascading energy values. Results suggest that this scenario becomes profitable only where the market price for electricity exceeds 5 cents/kWH. Currently, many areas of the country that have geopressured resources also have a surplus electrical capacity and generation, thus power utilities have been offering less than 2 cents per kWH, well below the reasonable breakeven value of 5 cents per KWH. However, when the energy demand of the integrated facility is large enough to install power generation equipment, savings will be obtained by not having to paying the 10 to 12 cents per kWH utility rate. This study indicates that employment of other direct use technologies, specifically desalinated water production, can contribute significantly to the value added process and the overall economic viability in developing a geopressured resource. Additionally, although agriculture and aquaculture applications are marginal projects when they are the only application with a geopressure well, the small margin of profitability can contribute to improving the overall economics of additional direct use developments. The added complexity will have to be balanced with the increased technical and management complexity and may add to the overall risk and unpredictability of the project. 55
Table 4. Discounted payback periods for various geopressured integrated facilities. 15% Discounted 10 y NPV a Fac il i ty Type payback period (y) ($) Methane gas/brine salts/bulk and bottled water/agriculture/aquaculture 4.0 5,800 Methane gas/brine salts/bulk and bottled water 4.3 4,355,000 Electricity @ 6 cents/kWh/methane gas/bulk and bottled water 6.2 2,862,600 Methane gas/brine salts/bulk water 8.2 546,600 Methane gas/agriculture/aquaculture >10.0 (19,000) Electricity @ 6 cents/kWh/methane >10.0 (1,511,400) gas/agriculture/aquaculture a. Net present value. 56
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KLEBER J. DENNY, INC. 312 Grandview
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KLEBER J. DENNY, INC. 312 Grandview
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FINAL REPORT ON TEXAS WATER DEVELOP
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REPORT ON TASK NO. I: CO-LOCATION S
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1-2 1. GP/GT Fairways Information p
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o s:: 011= m ,; .. f ; iI '& ri i'
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Table S Selected Formation Water An
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average depth of 10,033 feet, avera
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high, the sands are not thick enoug
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included distributary channel or de
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the eastern part of the study area,
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to coastal barrier sandstone on the
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within Reservoir Area B, the sand a
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Papadopulos, S. S., 1975, The Energ
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FLUID PROPERTIES Gas Gas Water Sol'
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only reason for selecting that limi
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Hidalgo Co. , , , ,, , ,, , ,,, , ,
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§ 8 10,116' ;;;- - ... : 10,695' F
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-r- ~~ '1- • r- ~~ .... . ~ 0 0 0
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MARK SAND (MINIMUM) Geo2 Fluid Prod
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BOND SAND (MINIMUM) Geo2 Fluid Prod
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EAST SAND (MINIMUM) Geo2 Fluid Prod
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EAST SAND (MAXIMUM) Geo2 Fluid Prod
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MARK SAND (MINIMUM) 1 5 Year Cumula
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BOND SAND (MINIMUM) 1 5 Year Cumula
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EAST SAND (MINIMUM) 1 5 Year Cumula
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jpH~j·:/·3,000 mgi1 TOS Sli,;,lly
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average depth of 10,033 feet, avera
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high, the sands are not thick enoug
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included distributary channel or de
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the eastern part of the study area,
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to coastal barrier sandstone on the
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Within Reservoir Area B, the sand a
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Papadopulos, S. S., 1975, The Energ
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FLUID PROPERTIES Gas Gas Water Sol'
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only reason for selecting that limi
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Matrix of Locations!') and Descript
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• , l L , ,, , ,, , , ,, ,, , ,,
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"i 8 10,116' II =1 -- ~ ~ -- iii: 1
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-I- 0; 0 0 .f: 0 -. - . '-I- - . r-
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EAST SAND (MINIMUM) Geo2 Fluid Prod
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EAST SAND (MAXIMUM) Geo2 Fluid Prod
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MARK SAND (MINIMUM) 1 5 Year Cumula
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BOND SAND (MINIMUM) 1 5 Year Cumula
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.,,'" - •• 0. _. ___ _ EAST SAN
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STARR COUNTY I -i'J- ~ 10 b .......
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Net Sand Depth Thickness Sand Sand
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TABLE 5 TEXAS WATER DEVELOPMENT BOA
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ill-2 This process review is especi
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m-4 There are some built-in limitat
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ill-7 It is not surprising, therefo
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,,,,-,';8 .. - .. ~ Pretreatment Pr
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lli-9 Comparative Assumed Input Inr
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PRO-FORMA CALCULATIONS FOR REVERSE
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STEAM VENT EJECTOR • PRESSURE RED
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STEAM VENT EJECTOR I :> :>:> LfTl:>
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ID-16 a) The separate seawater inta
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1lI-18 Data for the injection flow
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lli-20 (8) Thermal content of fluid
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ill-22 The primary environmental co
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ill-24 III. B-2 BRINE DISPOSAL VIA
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1lI-26 to 10 centipoise if it is he
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1II-28 1lI.B-S&6 BYPRODUCT SALTS RE
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II I-3~ BRINES mOlAl( DlCAtlYDlAI!
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1II-32 2. Generally speaking, the s
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III-34 1. Group 1 through Group 4 w
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1II-36 Based on this comparative da
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In-38 Section UlD - Pro-Forma Econo
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II I -40 Exhibit InD-2 Assumed Inpu
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111-42 EXHIBIT llID-4 PRO-FORMA CAL
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Appendices
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Appendix A Preliminary Estimates of
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APPENDIX B
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-------- ThIs Underground Injection
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Federal Requirements - -"-J;' ... -
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Chapter II Summary of Injection Con
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.. ' a surface owner b. offset oper
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I. Special "Down Hole" Swvcys speci
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FLOWCHART: INJECTION/DISPOSAL WELL
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the applicant can show. by computat
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Criteria lor Determining the Adequa
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.I MODULAR POWER PLANTS FOR GEOPRES
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FIGURE 2 BINARY POWER MODULE··: .
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TABLE 1 GEOPRESSURED PLANT APPROXIM
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EGG-EP-8839 September 1991 Idaho Na
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EGG-EP-9839 Distribution Category:
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ACKNOWLEDGMENT Work supported by th
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APPENDIX A--SEATTLE TIMES EDITORIAL
Page 190 and 191: THE FEASIBILITY OF APPLYING GEOPRES
Page 192 and 193: University, January 10, 1990 with 6
Page 194 and 195: OF 35 50 100 150 200 250 300 I I I
Page 196 and 197: Desalination Plant Supply Well \ er
Page 198 and 199: for an extensive chicken hatching/r
Page 200 and 201: THE GEOPRESSURED RESOURCE Geopressu
Page 202 and 203: Production Co. has leased 4000 acre
Page 204 and 205: p' , ~"\ ,0 .~~ ~~ 'i ~ __ =:-~ 'l.
Page 206 and 207: Desalination Desalination is a prov
Page 208 and 209: --- r/< N N EIII ... IK:ltI' 011 ,,
Page 210 and 211: Sacramento Valley and San Joaquin V
Page 212 and 213: Gas Use and Sales Gas contained in
Page 214 and 215: Sulfur Fraschtng Sulfur can be reco
Page 216 and 217: Coal Desulfurization and Preparatio
Page 218 and 219: films. Today, nearly half of the br
Page 220 and 221: Waste gases Chlorinator Chlorine Di
Page 222 and 223: POTENTIAL AGRICULTURE/AQUACULTURE A
Page 224 and 225: The University of Southwestern loui
Page 226 and 227: Snapping turtles are important comp
Page 228 and 229: ECONOMIC CONSIDERATIONS This sectio
Page 230 and 231: economic techniques because cash fl
Page 232 and 233: Assuming a geopressured well can pr
Page 234 and 235: Table 3. Agriculture/aquaculture fi
Page 236 and 237: Circular Tank 90' Diam. 80'F Bypass
Page 238 and 239: Potable water for agriculture and a
Page 242 and 243: REFERENCES Carlson, R. A., P. H. Po
Page 244 and 245: APPENDIX A SEATTLE TIMES EDITORIAL
Page 246 and 247: APPENDIX B HEATING REQUIREMENTS FOR
Page 248 and 249: temperature and the heat gain curve
Page 250 and 251: Thermal Refuge Heating Requirements
Page 252 and 253: APPENDIX C INTEGRATED APPLICATIONS
Page 254 and 255: ANALYSIS OF WELL: Large Volume. Mod
Page 256 and 257: ANALYSIS OF WELL: large Volume, Mod
Page 258 and 259: ANALYSIS OF ~ELL: Large Volume. MOd
Page 260 and 261: APPENDIX D PRELIMINARY FEASIBILITY
Page 262 and 263: DES/ON • CONS(JI..TlNO • F',..,
Page 264 and 265: Des/oN • CONS
Page 266 and 267: Des/ON • CONS(.Jl..rINQ • F,A.S
Page 268 and 269: RED EWALD,lnc. 10,000 GALLON RACEWA
Page 270 and 271: ",CUND F:;:SH C;LTURE TANKS ~.:::~
Page 272 and 273: ~c:!~ ?:~:~.~ ?.I'n~ -: 1'DS-; mS-!
Page 274 and 275: * Texas A uaculture Association * A
Page 276 and 277: -----------------------------------
Page 278 and 279: RED EWALD. Ute. -- Round Fish Cultu
Page 280 and 281: PORTABLE MODULAR FISH HATCHERY SYST
Page 282 and 283: B & J Water- Well Ser-vice 419 East
Page 284 and 285: APPENDIX F COMPARATIVE PERFORMANCE
Page 286 and 287: BffiLIOGRAPHIC DATA SHEET for repor
Page 288 and 289: factors, utility costs, cash flow,
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afforded by low electridty rates al
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PRODUCTION LOSSES: With any type of
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deposits. minimum monthly customer
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conservative figure. This rate is u
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Other Capital Equipment YlETAL BUIL
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SECTION 3a. ~OTE 1 :-"-:ET CASH l1'
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TABLE 8·25. ASSl.;;-'1PT!O:\'S FOR
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TABLE B·26. GRED;HOUSE C.u>IT AL C
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.1 ~I ~ · ~ · ~ .. · · ~ ~ " -
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APPENDIX E
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Assumed Efficiency = 0.90 Constant
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EVALUATION OF AUTO DESALINATION As
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A review of the data for the wellhe
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J. McNutt & Associates, Inc. McAlle
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DownHole SAT(tm) SURFACE WATER DEPO
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DownHole SAT(tm) SURFACE WATER CHEM
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DownHole SAT(tm) SURFACE WATER MOME
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en C 0 09'8 -- += "0 c 0 U "0 X (])
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(/) c o += x -- (]) D -c 5 c u - D
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Degree of Supersaturation (E-01 ) 0
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(/) c - 0 (]) -- += > D (]) c -.J 0
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(/) c - 0 (]) 09'8 += -- > '"0 (])
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(/) c 0 - 09'8 -- :f= (]) -0 c > (]
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(/) c 0 09'8 -- =t= - C > 0 (]) U -
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C/) c 0 - 09'8 += (]) .- D c (]) >
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en - Cl) > Cl) C ..J o += C "'0 --
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APPENDIX G
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McPJlen Ranch, 7 t :> W:lter Recove
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c ~ (J) 09'8 0 (J) (]J 0 (1) U C2::
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McAJlen Ranch, 75'10 WJter Recovery
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IVlcPJlen I-
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c CJ) CJ) (]) ~ 0 U 0 X w & ~ ~ -m
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J) rJ) (1) u x W 09'8 ~o .. ..c. o
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c ~ 0 09'8 U) 0 U) (]) CJ.) ~ U ~ X
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McAJlen Ranch, 7510 W:1ter Recovery
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c ~ - 09'8 0 (]) 0 > Q) (]) -V ..J
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c ~ o
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c ~ 09"8 0 - (]) 0 > (]) (]) 0::: .
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c ~ 09'8 0 - 0 Cl) (1) > ~ Cl) ~ ..
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c ~ - 09'8 0 C]) 0 > (]) C]) v --1
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c ~ o (]) y - (l.) > (l.) ..J C o .
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00'8 ... .c U c -8 c (l) - ~ 5 - x
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c ~ X 0 Q.) u (}) -0 ""V - C ~ ~ c
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APPENDIX G 4 DEC 1993 TO: MR. KLEBE
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PRELIMINARY EDR/RO COSTS & PERFORMA
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GROUP 1 CONDITIONS 195,000 gpd bypa
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CASE 3 CONDITIONS 214,000 gpd bypas
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BUDGET CAPITAL COST REVIEW ---costs
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0H16D REVIEW OP O~11 COSTS .'.(1) -
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From: CANYON n,DUSTRIES, INC. 206 5
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(GP/GT) for Additional Water Supply in the Lower Rio Grande

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