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

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BOND SAND (MINIMUM) Geo2 Fluid Production 3,000 I 130,000 "0 """"""" ~ -- 2 750 .. ' " .. ',' .. , ... " .. ',' .. ',' ...... " .. ',' .. ',' .. r •• ',' •• ',' ••••• ·,27,500 'ti ' """"""" (f) , , , , , , '" 2 500 ..... ,...." .. , ... , ...'....'....... J 25 000 .:::: I •. ••••. , I I e 2,250 . . .:. . . .:. . . ~ . . . :. . . .:. . . .:. . . : . . . :. . . .:. . . .: . . . ; . . ''- . . : . .. 22 ,500 co a: 2000 ...""""""" ,....,...., ,- ...,....,... ; ,....,...., .- ..... "',"','" 20 000- ~ (f) , , co co r t9 1,750 .. "'" .,...........,... """" .,....,...........,....,....... 17,500
EAST SAND (MAXIMUM) Geo2 Fluid Production 3,000 30,000 "0 .............. ~ --- 2 750 - - -.- - - -. - - - , - - - .- - - -.- - - -. - - . , . - '.- - - '.' . - '. - - - r - - -.- - - '. - - - , - • - I 't ' ............. . 27,500 ~ 2,500 25,000 -Q) 2 250 . . . . . . . . . . . . . . 22 500 .... I •••••••••••••• , III a: ............. . (/) 2 , 000 - - -.- - - -. - - - , - - - .- - - -.- - - -. - - - ; - - -.- - - -.' - - -. - - -: - - -.- - - '. - - - ; - - - 20 , 000 m ::!2. III r (!) 1,750 --- .. -- ... -.--.- ... -.----.---.--- .. ---.---'---.--- .. ---.-.----- 17,500 en ~ - ro 1,500 -- -:-- --: -- - : -- -:-- --:-- --: -- - : -- -:-- --:-- - : -- -:-- --:-- --: -- - : -- - 15,000 ~ ._ .............. III E: 1,250 \.- -:----:. -- ~ --. :- ---:----: --. ~ ---:. . - -: - ---: - -- :- -- -:. ---:. -- ~ --- 12, 500 ~ . ........ . . . . . . . . . . . " c ~ 1 000 ---:--~.~:--~-- ... ~..:.---::..-..:.-~~-:---:----:---:---:---:----:---:--- 10000';:: ~' ...... ____ _ '__ ;- _ -+- __: __:__ ~ _ I m 0. 750 I· - ........ - -'- - - -'- , ' . - _.'- .: ...... - - -'- - ..:,-,.,-., - -'- -., . - '"" - -'- .... - - -'- "'"' - ...... -, - - -, ,. - ".. - -'. ,........ - - -'. -.,. ,.. - - 7500 "0 ' 500 ·r·OOO III Q) .c Q) S , • • • • • • • • • • • I • 250' ' , .......... ; . . . •. . .; ...; .. : ...;........ ;... : . .• ...•... ; .. , 2.500 0 1 10 o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Time (years) --- Gas - Br<strong>in</strong>e - - WHP FIGURE 11
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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
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 54 and 55: BOND 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 .......
Page 106 and 107: Net Sand Depth Thickness Sand Sand
Page 108 and 109: TABLE 5 TEXAS WATER DEVELOPMENT BOA
Page 110 and 111: ill-2 This process review is especi
Page 112 and 113: m-4 There are some built-in limitat
Page 114 and 115: ill-7 It is not surprising, therefo
Page 116 and 117: ,,,,-,';8 .. - .. ~ Pretreatment Pr
Page 118 and 119: lli-9 Comparative Assumed Input Inr
Page 120 and 121: PRO-FORMA CALCULATIONS FOR REVERSE
Page 122 and 123: STEAM VENT EJECTOR • PRESSURE RED
Page 124 and 125: STEAM VENT EJECTOR I :> :>:> LfTl:>
Page 126 and 127: ID-16 a) The separate seawater inta
Page 128 and 129: 1lI-18 Data for the injection flow
Page 130 and 131: 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
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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
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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
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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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