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

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BOND SAND (MINIMUM) 1 5 Year Cumulative Production Geo2 Fluid Production 20,000 I I 800,000 '+ U 17,500 (/) 15,000 ~ ~ 12,500 (/) co (.9 10,000 Q) > ~ 7,500 ::J E 5,000 ::J U 2,500 .. - - - - . - - .. _. - - . - - - - - - - .. .. - - - - - - . - - - . - .. - ....... . - - - - - - -... - - ... - - - - - - - . - .. - - .. - - - - - - - - . . . - . - . - . . - - - - _. . - ... - - - - . -. - - - . _. . .. - - . - - - - -. .. - .. - _ ... "." ~-- -'--- .".. ..... 111- ~ 700,000 _ OJ I- 600,000 CJ) ~ ~ 500,000 Q; +-' co 400,000 S ---"'" ..-JIll" ' - -,.;#' f""'. - . - . - - - - - - - . > "'! .... 300,000 +-' co - - - -/;,.,,,- .; - - - - - , - - - - - - , - - - - - - , - - - - - -'" , - - - - - - , - - - - - - , - - - - - -I 200,000 ::J E ,. " '" , , , , " u - - - - - - ,- - - - - - - : - - - - - - ; - - - - - - ; - - - - - - ; - - - - - - ; - - - - - - 1100,000 Q) ::J 0' '0 1 234 5 6 7 8 9 No. of Wells -c- Gas -{)- <strong>Water</strong> FIGURE 22
EAST SAND (MAXIMUM) 1 5 Year Cumulative Production Geo2 Fluid Production 20,000 I 7'1 800,000 -u 17,500 en 15,000 ~ ~ 12,500 en co (.9 10,000 a.> > 1ti 7,500 ::J E 5,000 ::J U 2,500 - - - . _. . - .. - - _. - - - - . - - . - - . - - - - ..... - .. - /. - - ./.!. , -,""" ,,,,' , - - - - _. .../. r.,.;" - - - _. - .. -"- .... ; ./>.~t;."" -/" . . " . /',,''' ". " " , , , . ... ..... ~ _... ~; - - ...... ."..." ....... ... ...... - - - - . - - - - . _. . - - - - - - - .. - - - - - - - - - - - -. . ... - - ... 700,000 _ al I- 600,000 CJ) ~ 500,000 Q) ..... co 400,000 S a.> > 300,000 '.j:J co ::J 200,000 E ::J U 100,000 0' '0 1 234 5 6 789 No, of Wells -0- Gas -0- <strong>Water</strong> FIGURE 23
Page 1 and 2:
KLEBER J. DENNY, INC. 312 Grandview
Page 3 and 4: KLEBER J. DENNY, INC. 312 Grandview
Page 5 and 6: FINAL REPORT ON TEXAS WATER DEVELOP
Page 7 and 8: REPORT ON TASK NO. I: CO-LOCATION S
Page 9 and 10: 1-2 1. GP/GT Fairways Information p
Page 12 and 13: o s:: 011= m ,; .. f ; iI '& ri i'
Page 14 and 15: Table S Selected Formation Water An
Page 16 and 17: average depth of 10,033 feet, avera
Page 18 and 19: high, the sands are not thick enoug
Page 20 and 21: included distributary channel or de
Page 22 and 23: the eastern part of the study area,
Page 24 and 25: to coastal barrier sandstone on the
Page 26 and 27: within Reservoir Area B, the sand a
Page 28 and 29: Papadopulos, S. S., 1975, The Energ
Page 30 and 31: FLUID PROPERTIES Gas Gas Water Sol'
Page 32 and 33: only reason for selecting that limi
Page 34 and 35: Hidalgo Co. , , , ,, , ,, , ,,, , ,
Page 36 and 37: § 8 10,116' ;;;- - ... : 10,695' F
Page 38 and 39: -r- ~~ '1- • r- ~~ .... . ~ 0 0 0
Page 40 and 41: MARK SAND (MINIMUM) Geo2 Fluid Prod
Page 42 and 43: BOND SAND (MINIMUM) Geo2 Fluid Prod
Page 44 and 45: EAST SAND (MINIMUM) Geo2 Fluid Prod
Page 50 and 51: EAST SAND (MAXIMUM) Geo2 Fluid Prod
Page 52 and 53: MARK SAND (MINIMUM) 1 5 Year Cumula
Page 56 and 57: EAST SAND (MINIMUM) 1 5 Year Cumula
Page 58 and 59: jpH~j·:/·3,000 mgi1 TOS Sli,;,lly
Page 60 and 61: average depth of 10,033 feet, avera
Page 62 and 63: high, the sands are not thick enoug
Page 64 and 65: included distributary channel or de
Page 66 and 67: the eastern part of the study area,
Page 68 and 69: to coastal barrier sandstone on the
Page 70 and 71: Within Reservoir Area B, the sand a
Page 72 and 73: Papadopulos, S. S., 1975, The Energ
Page 74 and 75: FLUID PROPERTIES Gas Gas Water Sol'
Page 76 and 77: only reason for selecting that limi
Page 78 and 79: Matrix of Locations!') and Descript
Page 80 and 81: • , l L , ,, , ,, , , ,, ,, , ,,
Page 82 and 83: "i 8 10,116' II =1 -- ~ ~ -- iii: 1
Page 84 and 85: -I- 0; 0 0 .f: 0 -. - . '-I- - . r-
Page 90 and 91: EAST SAND (MINIMUM) Geo2 Fluid Prod
Page 96 and 97: EAST SAND (MAXIMUM) Geo2 Fluid Prod
Page 98 and 99: MARK SAND (MINIMUM) 1 5 Year Cumula
Page 100 and 101: BOND SAND (MINIMUM) 1 5 Year Cumula
Page 102 and 103: .,,'" - •• 0. _. ___ _ EAST SAN
Page 104 and 105:
STARR COUNTY I -i'J- ~ 10 b .......
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Net Sand Depth Thickness Sand Sand
Page 108 and 109:
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
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THE FEASIBILITY OF APPLYING GEOPRES
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University, January 10, 1990 with 6
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OF 35 50 100 150 200 250 300 I I I
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Desalination Plant Supply Well \ er
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for an extensive chicken hatching/r
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THE GEOPRESSURED RESOURCE Geopressu
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Production Co. has leased 4000 acre
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p' , ~"\ ,0 .~~ ~~ 'i ~ __ =:-~ 'l.
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Desalination Desalination is a prov
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--- r/< N N EIII ... IK:ltI' 011 ,,
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Sacramento Valley and San Joaquin V
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Gas Use and Sales Gas contained in
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Sulfur Fraschtng Sulfur can be reco
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Coal Desulfurization and Preparatio
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films. Today, nearly half of the br
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Waste gases Chlorinator Chlorine Di
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POTENTIAL AGRICULTURE/AQUACULTURE A
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The University of Southwestern loui
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Snapping turtles are important comp
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ECONOMIC CONSIDERATIONS This sectio
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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
Page 276 and 277:
-----------------------------------
Page 278 and 279:
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
Page 284 and 285:
APPENDIX F COMPARATIVE PERFORMANCE
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BffiLIOGRAPHIC DATA SHEET for repor
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factors, utility costs, cash flow,
Page 290 and 291:
afforded by low electridty rates al
Page 292 and 293:
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
Page 305 and 306:
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
Page 315 and 316:
A review of the data for the wellhe
Page 317 and 318:
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
Page 323 and 324:
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
Page 387 and 388:
0H16D REVIEW OP O~11 COSTS .'.(1) -
Page 389 and 390:
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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