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

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APPENDIX E Support Calculations These calculations, in support of the projected quantities of GP/GT Energy in the forms E(B), E(G) and E(P), are based on well known relationships between the common energy and power units, specifically the following: Energy Units I KW Hour = 3,413 B.T.U. I HP Hour = 2,545 B.T.U. Power Units 3,413 BTUIhr. = 1.0 KW 1.0 KW = 1.34 HP 1.0 HP = 0.746 KW Further, the relationships that 1.0 B.T.U. is the amount of heat energy required to raise the temperature of 1.0 lb. of water by 1.0 OF; 1.0 SCF of natural gas contains 1,000 B.T.U.'s; and that the gas consumption of a gas-driven engine of the type to be applied herein = 6.3 SCFIHP hour. Support calculation have been prepared for the values of the E(B), E(G), and E(P) energy parameters associated with the "Maximum" case for the East Sand for purposes of example, and are presented as follows: E(B): Based on an assumed total temperature differential of 100°F #B.T.U.'s per hour = 25,000 BPD x 42 gallbbl. x 8,34 Ibs./gal. x 100°F. 24 hrs. = 36,487,500 B.T.U.'s per hour NKW = 36,487,500/3,413 = 10,690.7 KW NHP = 10,690.7 x 1.34 = 14,325.6 HP E(G): For Gas Turbine Power Flow Ratelhour = 600,000 SCF/day divided by 24 hours = 25,000 SCFIhr. NHP = 25,000 SCFIhr. divided by 6.3 SCFIHP hr. = 3,968 HP #KW = 3,968 HP x 0.746 = 2,960 KW #B.T.U.'slhr. = 2,960 KW x 3,413 = 10,103,563 B.T.U.'s per hour E(P): For Hydroturbine Power NHP = flowrate (SCF/sec. x Hydrostatic Head, Ft. x Efficiency) x Constant Flowrate, SCF/sec. = 25.000 BPD x 42 Gallbbl. = 1.625 SCF/sec. (84,600 sec.lday) (7.48 gal.lcu.ft.) Hydrostatic Head = 950 psi = 2,194 Ft. of head 0.933 psi/ft of head
Assumed Efficiency = 0.90 Constant = 0.1135 (converts weight of water to energy terms) #HP = (1.625 SCF/sec. x 2,194 ft. x 0.9 x 0.1135) = 364.2 HP #KW = (364.2 x 0.746) = 271.7 KW #B.T.U.'slhr. = 271.7 x 3,413 = 927,289 B.T.U.'slhr. Note (1): Identical calculations using the appropriate values for the other sands and the minimum case have been utilized to obtain the values shown under the heading entitled: "Order-of Magnitude Projected Quantities"
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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
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 284 and 285: APPENDIX F COMPARATIVE PERFORMANCE
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: APPENDIX E
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 (])
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
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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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