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

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EGG-EP-8839 September 1991 Idaho National Engineering Laboratory The Feasibility of Applying Geopressured-Geothermal Resources to Direct Uses Managed by the US. Department of Energy Ben C. Lunis Jane Negu~e Wy_ Martin M. Plum Paul J. Uenau F. J. Spencer George F. Nitschke Worlr ~ untlllr DOE ContnJcl No. DE-AC()7· ltJIDOl570
This document contains new concepts or the author(s) interpretation of new calculations and/or measurements; accordingly, EG&G Idaho, Inc. is required by the United States Government to include the following disclaimer: DISCLAIMER This report was prepared as an account of work sponsored by an agency of the United States Govemment. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product or process disclosed, or represents that its use would not infringe privately owned rights. References herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, orfavoring by the United States Government or any agency thereof. The views and opinions of authors expressed herein do not necessarily state or reflect those of the United States Government or any agency thereof.
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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
Page 132 and 133: ill-22 The primary environmental co
Page 134 and 135: ill-24 III. B-2 BRINE DISPOSAL VIA
Page 136 and 137: 1lI-26 to 10 centipoise if it is he
Page 138 and 139: 1II-28 1lI.B-S&6 BYPRODUCT SALTS RE
Page 140 and 141: II I-3~ BRINES mOlAl( DlCAtlYDlAI!
Page 142 and 143: 1II-32 2. Generally speaking, the s
Page 144 and 145: III-34 1. Group 1 through Group 4 w
Page 146 and 147: 1II-36 Based on this comparative da
Page 148 and 149: In-38 Section UlD - Pro-Forma Econo
Page 150 and 151: II I -40 Exhibit InD-2 Assumed Inpu
Page 152 and 153: 111-42 EXHIBIT llID-4 PRO-FORMA CAL
Page 154 and 155: Appendices
Page 156 and 157: Appendix A Preliminary Estimates of
Page 158 and 159: APPENDIX B
Page 160 and 161: -------- ThIs Underground Injection
Page 162 and 163: Federal Requirements - -"-J;' ... -
Page 164 and 165: Chapter II Summary of Injection Con
Page 166 and 167: .. ' a surface owner b. offset oper
Page 168 and 169: I. Special "Down Hole" Swvcys speci
Page 170 and 171: FLOWCHART: INJECTION/DISPOSAL WELL
Page 172 and 173: the applicant can show. by computat
Page 174 and 175: Criteria lor Determining the Adequa
Page 176 and 177: .I MODULAR POWER PLANTS FOR GEOPRES
Page 178 and 179: FIGURE 2 BINARY POWER MODULE··: .
Page 180 and 181: TABLE 1 GEOPRESSURED PLANT APPROXIM
Page 184 and 185: EGG-EP-9839 Distribution Category:
Page 186 and 187: ACKNOWLEDGMENT Work supported by th
Page 188 and 189: 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
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Assuming a geopressured well can pr
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Table 3. Agriculture/aquaculture fi
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Circular Tank 90' Diam. 80'F Bypass
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Potable water for agriculture and a
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DESALINATION/AGRICULTURE/AQUACULTUR
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REFERENCES Carlson, R. A., P. H. Po
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APPENDIX A SEATTLE TIMES EDITORIAL
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APPENDIX B HEATING REQUIREMENTS FOR
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temperature and the heat gain curve
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Thermal Refuge Heating Requirements
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APPENDIX C INTEGRATED APPLICATIONS
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ANALYSIS OF WELL: Large Volume. Mod
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ANALYSIS OF WELL: large Volume, Mod
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ANALYSIS OF ~ELL: Large Volume. MOd
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APPENDIX D PRELIMINARY FEASIBILITY
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DES/ON • CONS(JI..TlNO • F',..,
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Des/oN • CONS
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Des/ON • CONS(.Jl..rINQ • F,A.S
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RED EWALD,lnc. 10,000 GALLON RACEWA
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",CUND F:;:SH C;LTURE TANKS ~.:::~
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~c:!~ ?:~:~.~ ?.I'n~ -: 1'DS-; mS-!
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* Texas A uaculture Association * A
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-----------------------------------
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RED EWALD. Ute. -- Round Fish Cultu
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PORTABLE MODULAR FISH HATCHERY SYST
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B & J Water- Well Ser-vice 419 East
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APPENDIX F COMPARATIVE PERFORMANCE
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BffiLIOGRAPHIC DATA SHEET for repor
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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
Page 351 and 352:
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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