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

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APPENDIX F COMPARATIVE PERFORMANCE ANALYSIS: COMMERICAL CUT-FLOWER PRODUCTION (J. WHITTIER, SOUTHWEST TECHNOLOGY DEVELOPMENT INSTITUTE) SEATTLE TIMES EDITORIAL F-l
2-78-5202 CO~ ARA TIVE PERFORMANCE ANALYSIS: COMMERCIAL CUT-FLOWER ROSE PRODUCTION Jack Whittier Carol L. Fischer Southwest Technology Development Institute New Mexico State University P. O. Box 3SOL Las Cruces, NM 88003 Telephone 505~46-1846 FAX 505-646-2960 April. 1990 The work from which this material is drawn was conducted with the support of the New Mexico Research and Development Institute and the U. S. Department of Commerce. Economic Development Administration. However. the authors remain solely responsible for the content of this material. F-3
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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
Page 234 and 235: Table 3. Agriculture/aquaculture fi
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
Page 286 and 287: BffiLIOGRAPHIC DATA SHEET for repor
Page 288 and 289: 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
Page 294 and 295: deposits. minimum monthly customer
Page 296 and 297: conservative figure. This rate is u
Page 298 and 299: Other Capital Equipment YlETAL BUIL
Page 300: 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
Page 307 and 308: .1 ~I ~ · ~ · ~ .. · · ~ ~ " -
Page 309 and 310: APPENDIX E
Page 311 and 312: 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
Page 319 and 320: DownHole SAT(tm) SURFACE WATER DEPO
Page 321 and 322: 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 (])
Page 327 and 328: (/) c o += x -- (]) D -c 5 c u - D
Page 329 and 330: Degree of Supersaturation (E-01 ) 0
Page 331 and 332: (/) c - 0 (]) -- += > D (]) c -.J 0
Page 333 and 334: (/) 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
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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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