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

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Table 3. Agriculture/aquaculture first Phase Cost Estimate Greenhouse/Pad House (51,156 ft2) Service Building (4,200 ft2) Mechanical Equipment (Heat exchanger, Aquaculture Enclosed Facility Aquaculture Outdoor Raceway 15% Overhead and Profit 20% Contingency TOTAL etc. ) $352,600 43,300 11,900 90,700 16,300 77 ,000 10Z.7QO $694,500 Note: Well development costs are addressed separately 49
240'F 250'F From Binary Gen. Phase 1 Greenhouse/Service Building 14 Unit Heaters Titanium Plate HEX 100 gpm 176'F 186'F To Phase 2 Greenhouse Plate HEX Circular Tank Brazed Plate HEX 22 gpm ea. Raceway Tank Brazed Plate HEX 34 gpm 1·0125 Figure 10, Process flow diagram for phase 1 greenhouse/aquaculture complex, 50
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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
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
Page 232 and 233: Assuming a geopressured well can pr
Page 236 and 237: Circular Tank 90' Diam. 80'F Bypass
Page 238 and 239: Potable water for agriculture and a
Page 240 and 241: DESALINATION/AGRICULTURE/AQUACULTUR
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
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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
Page 363 and 364:
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) -
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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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