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

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APPENDIX B
. Underground Injection Control Reference Manual RAILROAD COMMISSION OF TEXAS Lena Guerrero, Chairman James E. (Jim) Nugent.. Commissioner Bob Krueger, Commissioner Published By on and Gas DMsion David M. GarlIck. D1rI:ctor ". ", . . . '.' .... . . . .. . . . ' ..
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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
Page 9 and 10:
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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Page 48 and 49:
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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
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
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 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 182 and 183: 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
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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
Page 232 and 233:
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
Page 238 and 239:
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
Page 256 and 257:
ANALYSIS OF WELL: large Volume, Mod
Page 258 and 259:
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
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,
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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
Page 298 and 299:
Other Capital Equipment YlETAL BUIL
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SECTION 3a. ~OTE 1 :-"-:ET CASH l1'
Page 303 and 304:
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 ~ · ~ · ~ .. · · ~ ~ " -
Page 309 and 310:
APPENDIX E
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Assumed Efficiency = 0.90 Constant
Page 313 and 314:
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
Page 325 and 326:
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 (]) >
Page 341 and 342:
en - Cl) > Cl) C ..J o += C "'0 --
Page 343 and 344:
APPENDIX G
Page 345 and 346:
McPJlen Ranch, 7 t :> W:lter Recove
Page 347 and 348:
c ~ (J) 09'8 0 (J) (]J 0 (1) U C2::
Page 349 and 350:
McAJlen Ranch, 75'10 WJter Recovery
Page 351 and 352:
IVlcPJlen I-
Page 353 and 354:
c CJ) CJ) (]) ~ 0 U 0 X w & ~ ~ -m
Page 355 and 356:
J) rJ) (1) u x W 09'8 ~o .. ..c. o
Page 357 and 358:
c ~ 0 09'8 U) 0 U) (]) CJ.) ~ U ~ X
Page 359 and 360:
McAJlen Ranch, 7510 W:1ter Recovery
Page 361 and 362:
c ~ - 09'8 0 (]) 0 > Q) (]) -V ..J
Page 363 and 364:
c ~ o
Page 365 and 366:
c ~ 09"8 0 - (]) 0 > (]) (]) 0::: .
Page 367 and 368:
c ~ 09'8 0 - 0 Cl) (1) > ~ Cl) ~ ..
Page 369 and 370:
c ~ - 09'8 0 C]) 0 > (]) C]) v --1
Page 371 and 372:
c ~ o (]) y - (l.) > (l.) ..J C o .
Page 373 and 374:
00'8 ... .c U c -8 c (l) - ~ 5 - x
Page 375 and 376:
c ~ X 0 Q.) u (}) -0 ""V - C ~ ~ c
Page 377 and 378:
APPENDIX G 4 DEC 1993 TO: MR. KLEBE
Page 379 and 380:
PRELIMINARY EDR/RO COSTS & PERFORMA
Page 381 and 382:
GROUP 1 CONDITIONS 195,000 gpd bypa
Page 383 and 384:
CASE 3 CONDITIONS 214,000 gpd bypas
Page 385 and 386:
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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