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

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CASE 4 roNDITION 206,000 gp:l bypass water .... 1.140 rrgd wellwater 1.000 rrgd product RO BLENDrnG RATIO = .794/ .205 .. ..... , 'IDS = 500 PPn TFC RO UNIT ... .. 934,000 gp:l' 85% 794,000,gpJ 'IDS = 2059 PFm_W1>:_·l·ER_ ... RE:'OVER ___ Y .... 'IDS = 95 Pt:m RO WASTEWATER -------- Flow = 140,000 gp:l TDS 13,725 ppm Si02 = lCB ppm 1.087 mgd wellwater .. EDR BASED SYSTEM 1.000 mgd product --"- , 92% . . ., WATER REx:::OVERY 'IDS = 500 ppn , EDR WASTEWATER --------- Flow = 87,000 gp:l 'IDS = 25,495 ppm (steady-state) = 16,120 ppm (averaged)
BUDGET CAPITAL COST REVIEW ---costs measured in thousands oi dollars--- GROUP 1 GROUP 2 GROUP 3 GROUP 4 REVERSE OSMOSIS BASED SYSTEM $ 665 $ 685 $ 655 $ 660 .JR BASED SYSTEM $ 940 $ 940 $ 930 $ 935 , above capital costs include all essential elements oi desalter process - membrane systems, ireight, installation, and building. costs DO NOT INCLUDE raw water wells, piping to desalter, brine transier to deep injection wells, nor deep injection wells. costs DO NOT INCLUDE taxes, permits, eng'ring, architectural iees, etc
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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
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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
Page 333 and 334: (/) c - 0 (]) 09'8 += -- > '"0 (])
Page 335 and 336: (/) c 0 - 09'8 -- :f= (]) -0 c > (]
Page 337 and 338: (/) c 0 09'8 -- =t= - C > 0 (]) U -
Page 339 and 340: 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: CASE 3 CONDITIONS 214,000 gpd bypas
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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