Beauheim 1987 - Waste Isolation Pilot Plant - U.S. Department of ...

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REFERENCES Bachman, G.O. 1984. Regional Geology of Ochoan Evaporites, Northern Part of Delaware Basin. Circular 184 (Socorro, NM: New Mexico Bureau of Mines and Mineral Resources). Bartel, L. C. in preparation. Results From EM Surface Surveys to Characterize the Culebra Aquifer at the WIPP Site. SAND87-1246 (Albuquerque, NM: Sandia National Laboratories). Beauheim, R.L 1986. Hydraulic-Test Interpretations for Well DOE-2 at the Waste /solation Pilot Plant (WIPP) Site, SAND86-1364 (Albuquerque, NM: Sandia National Laboratories). Beauheim, R.L 1987a. Analysis of Pumping Tests of the Culebra Dolomite Conducted at the H-3 Hydropad at the Waste /solation Pilot Plant (WIPP) Site, SAND86-2311 (Albuquerque, NM: Sandia National Laboratories). Beauheim, R.L 1987b. Interpretation of the WIPP-13 Multipad Pumping Test of the Culebra Dolomite at the Waste Isolation Pilot Plant (WIPP) Site, SAND87-2456 (Albuquerque, NM: Sandia National Laboratories). Beauheim, R.L.; Hassinger, B.W.; and Klaiber, J.A. 1983. Basic Data Report for Borehole Cabin Baby1 Deepening and Hydrologic Testing. WSD-TME-020 (Albuquerque, NM: US DOE). Black, S.R. 1982. Basic Data Report for Borehole WIPP-12 Deepening. TME 3148 (Albuquerque, NM: US DOE). Borns, D.J., and Shaffer, S.E. 1985. Regional Well-Log Correlation in the New Mexico Portion of the Delaware Basin, SANDS1798 (Albuquerque, NM: Sandia National Laboratories). Bourdet, D., and Gringarten, A.C. 1980. Determination of Fissure Volume and Block Size in Fractured Reservoirs by Typecurve Analysis, SPE 9293 (Richardson, Tx: SOC Pet Eng). Bourdet, D.; Ayoub, J.A.; and Pirard, Y.M. 1984. Use of Pressure Derivative in Well Test Interpretation, SPE 12777 (Richardson, Tx: SOC Pet Eng). Bredehoeft, J.D., and Papadopulos, S.S. 1980. "A Method for Determining the Hydraulic Properties of Tight Formations," Water Resources Research 16(1):233-38. Cinco-Ley, H.; Samaniego-V., F.; and Kucuk, F. 1985. The Pressure Transient Behavior for Naturally Fractured Reservoirs with Multiple Block Size, SPE 14168 (Richardson, Tx: SOC Pet Eng). Cooper, H.H.; Bredehoeft, J.D.; and Papadopulos, I S . 1967. "Response of a Finite-Diameter Well to an Instantaneous Charge of Water," Water Resources Research 3(1):263-69. Cooper, J.B., and Glanzman, V.M. 1971. Geohydrology of Project Gnome Site, Eddy County, New Mexico. USGS Prof Paper 712-A (Washington, DC US GPO), 24 pp. D'Appolonia Consulting Engineers, Inc. 1983. Data File Report? ERDA-6 & WIPP-I2 Testing, Addendum 2, Volume VI (Albuquerque, NM: US DOE). de Swaan, A.O. 1976. "Analytical Solutions for Determining Naturally Fractured Reservoir Properties by Well Testing," SOC Pet Eng J (June 1976):117-22. 140
Earlougher, R.C., Jr. 1977. Advances in Well Test Analysis. Monograph Volume 5 (Dallas, Tx: SOC Pet Eng of AIME), 264 pp. Ehlig-Economides, C.A. 1979. Well Test Analysis for Wells Produced at a Constant Pressure, PhD Dissertation (Palo Alto, CA Stanford Univ Dept of Pet Eng), 11 7 pp. Ferris, J.G.; Knowles, D.B.; Brown, R.H.; and Stallman, R.W. 1962. Theory of Aquifer Tests, Ground-Water Hydraulics. USGS Water-Supply Paper 1536-E (Washington, DC: US GPO), 174 pp. Freeland, M.H. 1982. Basic Data Repotf for Borehole DOE-1. TME 31 59 (Albuquerque, NM: US DOE). Freeze, R.A., and Cherry, J.A. 1979. Groundwater (Englewood Cliffs, NJ: Prentice-Hall, Inc), 604 pp. Gonzalez, D.D. 1983. Groundwater Flow in the Rustler Formation, Waste lsolation Pilot Plant (WlPP), Southeast New Mexico (SENM): Interim Report, SAND82-1012 (Albuquerque, NM: Sandia National Laboratories). Gringarten, A.C. 1984. "Interpretation of Tests in Fissured and Multilayered Reservoirs with Double-Porosity Behavior: Theory and Practice," J Pet Tech 36(4):549-64. Gringarten, A.C. 1986. Computer-Aided Well Test Analysis, SPE 14099 (Richardson, TX: SOC Pet Eng). Gringarten, A.C.; Ramey, H.J., Jr.; and Raghavan, R. 1974. "Unsteady-State Pressure Distributions Created by a Well with a Single Infinite-Conductivity Vertical Fracture," SOC Pet Eng J 14(4):347-60. Gringarten, A.C.; Bourdet, D.P.; Landel, P.A.; and Kniazeff, V.J. 1979. A Comparison Between Different Skin and Wellbore Storage Type-Curves for Early-Time Transient Analysis, SPE 8205 (Richardson, TX: SOC Pet Eng). Grisak, G.E.; Pickens. J.F.; Avis, J.D.; Belanger, D.W.; Thury, M.; and Schneider, A. 1985. "Principles of Hydrogeologic Investigations at Depth in Crystalline Rock," Proc /nt Assn of Hydrogeologists Memoires 17(1):52-71 (Tucson, AZ, January 7-12,1985). Hantush, M.S. 1961. "Aquifer Tests on Partially Penetrating Wells," J Hydraulics Division, Proc Am SOC Civil fng HY5: 1 71 -95. Haug, A.; Kelley, V.A.; LaVenue, A.M.; and Pickens, J.F. 1987. Modeling of Ground-Water Flow in the Culebra Dolomite at the Waste /solation Pilot Plant (WlPP) Site: Interim Report, SAND86-7167 (Albuquerque, NM: Sandia National Laboratories). Holt, R.M., and Powers, D.W. 1988. Facies Variability and PosPDepositional Alteration Within the Rustler Formation in the Vicinity of the Waste lsolation Pilot Plant, Southeastern New Mexico. DOE/WIPP-88-004 (Carlsbad, NM: US DOE). Horner, D.R. 1951. "Pressure Buildup in Wells," Proc Third World Pet Cong 2503-23 (The Hague, Netherlands). Reprinted 1967. Pressure Analysis Methods, AIME Reprint Series 9:45-50 (Richardson, Tx: SOC Pet Eng). HydroGeoChem, Inc. 1985. WlPP Hydrology Program, Waste Isolation Pilot Plant, SENM, Hydrologic Data Repoe # 7, SAND857206 (Albuquerque, NM: Sandia National Laboratories). 141
Page 1 and 2:
SANDIA REPORT SAND87 -0039 UC - 70
Page 3 and 4:
SAND87-0039 Unlimited Release Print
Page 5:
a transmissivity of about 7 x 10-2
Page 8 and 9:
5 . TEST OBJECTIVES AND INTERPRETAT
Page 10 and 11:
3-18 3-19 3-20 3-21 3-22 3-23 3-24
Page 12 and 13:
5-35 H-l5/Culebra Drillstem and Slu
Page 14 and 15:
5-78 5-79 5-80 5-81 5-82 5-83 5-84
Page 16 and 17:
A-2 A-3 A4 A-5 A-6 Single-Porosity
Page 18 and 19:
'H-6 o DOE-2 OHIPP-13 OAIPP 12 OH-1
Page 20 and 21:
WlPP site. The aggregate thickness
Page 22 and 23:
deep. The gamma-ray log used to gui
Page 24 and 25:
3347.11 ft \ - -12.25-inch HOLE -8.
Page 26 and 27:
~ 3409.6 n __ - - HOLOCENE DEPOSITS
Page 28 and 29:
Ylf M (t -1wt 5 n nch REAMED BOREHO
Page 30 and 31:
3418.96 n 7.875-inch REAMED BOREHOL
Page 32 and 33:
2.375-inch TUBING 4.5-inch. 9.5 Ibl
Page 34 and 35:
WELL CASING 2.375-inch TUBING TEST-
Page 36 and 37:
1.5-Inch GALVANIZED PIPE WELL CASIN
Page 38 and 39:
I I I I PRE-TEST STATIC PRESSURE i/
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(or areal extent) of the aquifer on
Page 42 and 43:
:7001 J EQUILIBRATION / r.. .......
Page 44 and 45:
Once straddle tests proved impossib
Page 46 and 47:
1300 c - J PRE-TEST PRESSURE IN TES
Page 48 and 49:
- < a m L: * m 3 L a I Start Date:
Page 50 and 51:
uildups were caused by the natural
Page 52 and 53:
TABLE 5-1 EFFECTIVE DST FLOW RATES
Page 54 and 55:
TABLE 5-2 SUMMARY OF NON-CULEBRA SI
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simulation shown, however, uses a t
Page 58 and 59:
1 .o 0.9 0.8 p' = 79.08 paig pi = 6
Page 60 and 61:
~ ~~ TABLE 5-3 SUMMARY OF CULEBRA S
Page 62 and 63:
Two factors raised questions about
Page 64 and 65:
102 I I 1 1 1 W K 3 v) v) W K n v)
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5.2.2.21 below) and DOE-2 (Beauheim
Page 68 and 69:
..A 225 - PRESSURE ABOVE TEST INTER
Page 70 and 71:
10' n ui K 3 v) v) W a n v) v) 100
Page 72 and 73:
10' MATCH PARAMETERS O n w a 3 v) v
Page 74 and 75:
..CI__._._..__....__.I 5.2.2.6 H-15
Page 76 and 77:
8.0 1 I I I MATCH PARAMETERS AP 1.0
Page 78 and 79:
- 200 150 5 - EQUILIBRATION \Feu 'S
Page 80 and 81:
4.0 1 I 1 1 3.0 I n 2.0 1 .o 0.0 0.
Page 82 and 83:
1.0 0.9 0.8 0.7 0.6 0 0.5 0.4 0.3 0
Page 84 and 85:
3.0 .hl c El2 2.0 . v n I P 1 .o MA
Page 86 and 87:
EI€3- 0.9 "O I OOATA - TYPE CURVE
Page 88 and 89:
4.0 I I I 3.0 MATCH PARAMETERS AP =
Page 90 and 91: 1 .o 0.9 0.8 0.7 1 MATCH PARAMETERS
Page 92 and 93: 1 .o 0.9 0.8 0.7 0.6 0 2 0.5 I 0.4
Page 94 and 95: 1.0, 0 I 0.9 0.8 0.7 0.6 0.5 0.4 MA
Page 96 and 97: P-15 was bailed on four occasions i
Page 98 and 99: 1 .o 0.9 0.8 - p’ = 78.93 prig p,
Page 100 and 101: Two type-curve matches are shown wi
Page 102 and 103: 0 5 I ELAPSED TIME. hours Figure 5-
Page 104 and 105: 10’ 1 I I I n a w 5 100 v) v) W a
Page 106 and 107: MATCH PARAMETERS -ip 10 PSI 150 t 1
Page 108 and 109: Considering that all other pumping
Page 110 and 111: I ,EQUILIBRATION BUILDUP Elapsed Ti
Page 112 and 113: 0 9. w 10’ K =a 100 v) v) W a n v
Page 114 and 115: 10’ I I I a J P 100 v) v) W a n v
Page 116 and 117: ~ ~. SLUG t i /- i 3 Start Date 07
Page 118 and 119: Figure 5-94 is a log-log plot of th
Page 120 and 121: was followed by a 92-minute FBU. Th
Page 122 and 123: 10’ 1 1 1 1 a n w’ a = 100 v) v
Page 124 and 125: and anhydrite, and were not conside
Page 126 and 127: 4.0 MATCH PARAMETERS .A. L. 21% 3.0
Page 128 and 129: Estimates of the static formation p
Page 130 and 131: 10’ n w 2 100 v) v) w a P v) v) w
Page 132 and 133: OWIPP-28. 70 OWIPP-27.650 OWIPP-30.
Page 134 and 135: to Nash Draw where no halite is pre
Page 136 and 137: observations regarding the potentia
Page 138 and 139: 7. SUMMARY AND CONCLUSIONS Single-w
Page 142 and 143: INTERA Technologies, Inc. 1986. WlP
Page 144 and 145: Stensrud, W.A.; Bame, M.A.; Lantr,
Page 146 and 147: (A-4)
Page 148 and 149: distinct value of Coe2s. Pressure-d
Page 150 and 151: The wellbore storage coefficient is
Page 152 and 153: where: n = number of normal sets of
Page 154 and 155: (A-21) and for spherical blocks the
Page 156 and 157: where: tp* = Vfq, V = total flow pr
Page 158 and 159: Figure A-5. Semilog Slug-Test Type
Page 160 and 161: A.4 INTERPRET WELL-TEST INTERPRETAT
Page 162 and 163: DISTRIBUTION: U. S. Department of E
Page 164 and 165: INTERA Technologies, Inc. (9) 6580
Page 166 and 167: WlPP Public Reading Room Carlsbad M
Page 168 and 169: Nationale Genossenschaft fur die La
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