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

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INTERA Technologies, Inc. 1986. WlPP Hydrology Program, Waste Isolation Pilot Plant, Southeastern New Mexico, Hydrologic Data Report #3, SAND86-7109 (Albuquerque, NM: Sandia National Laboratories). Jenkins, D.N., and Prentice, J.K. 1982. "Theory for Aquifer Test Analysis in Fractured Rocks Under Linear (Nonradial) Flow Conditions," Ground Water 20(1):12-21. Jones, C.L 1978. Test Drilling for Potash Resources: Waste Isolation Pilot Plant Site, Eddy County, New Mexico. USGS Open-File Rpt 78-592,2 volumes (Denver, CO). Jones, C.L.; Bowles, C.G.; and Bell, K.G. 1960. Experimental Drill Hole Logging in Potash Deposits of the Carlsbad District, New Mexico. USGS Open-File Rpt 502 (Washington, DC: US GPO), 25 pp. Karemi, H. 1969. "Pressure Transient Analysis of Naturally Fractured Reservoirs with Uniform Fracture Distribution," Soc Pet Eng J (Dec 1969):451-62. Kelley, V.A., and Pickens, J.F. 1986. Interpretation of the Convergent-Flow Tracer Tests Conducted in the Culebra Dolomite at the H-3 and H-4 Hydropads, Waste Isolation Pilot Plant (WIPP), SAND86-7161 (Albuquerque, NM: Sandia National Laboratories). Kruseman, G.P., and DeRidder, N.A. 1979. Analysis and Evaluation of Pumping Test Data. Bulletin 11 (Wageningen, the Netherlands: International Institute for Land Reclamation and Improvement), 200 pp. Mavor, M.J., and Cinco-Ley, H. 1979. Transient Pressure Behavior of Naturally Fractured Reservoirs, SPE 7977 (Richardson, lX SOC Pet Eng). Mercer, J.W. 1983. Geohydrology of the Proposed Waste Isolation Pilot Plant Site, Los Medanos Area, southeastern New Mexico. USGS Water-Resources Investigations Rpt 83-401 6 (Albuquerque, NM), 1 13 pp. Mercer, J.W. 1987. Compilation of Hydrologic Data from Drilling the Salad0 and Castile Formations Near the Waste Isolation Pilot Plant (WPP) Site in Southeastern New Mexico, SAND86-0954 (Albuquerque, NM: Sandia National Laboratories). Mercer, J.W.; Davis, P.; Dennehy, UF.; and Goetz, C.L 1981. Results of Hydrologic Tests and Water-Chemistry Analyses, Wells H-#A, H-4B. and H-4C at the Proposed Waste Isolation Pilot Plant Site, Southeastern New Mexico. USGS Water-Resources Investigations Rpt 81-36 (Albuquerque, NM), 92 pp. Mercer, J.W., and Om, B.R. 1979. Interim Data Report on the Geohydrology of the Proposed Waste Isolation Pilot Plant Site, Southeast New Mexico. USGS Water-Resources Investigations Rpt 79-98 (Albuquerque, NM), 178 pp. Moench, A.F. 1984. "Double-Porosity Models for a Fissured Groundwater Reservoir with Fracture Skin," Water Resources Research 20(7):831-46. Peterson, E.W.; Lagus, P.L.; and Lie, K. 1987. WlPP Horizon Free Field Fluid Transport Characteristics, SAND87-7164 (Albuquerque, NM: Sandia National Laboratories). Popielak, R.S.; Beauheim, R.L; Black, S.R.; Coons, W.E.; Ellingson, C.T.; and Olsen, R.L. 1983. Brine Reservoirs in the Castile Formation, Southeastern New Mexico. TME 3153 (Albuquerque, NM: US DOE). 142
Ramey, H.J., Jr.; Agatwal, R.G.; and Martin, 1. 1975. "Analysis of 'Slug Test' or DST Flow Period Data," J Can Pet Tech 14(3):37-47. Richey, S.F. 1986. Hydrologic-Test Data from Wells at Hydrologic-Test Pads H-7, H-8, H-9, and H-10 Near the Proposed Waste Isolation Pilot Plant Site, Southeastern New Mexico. USGS Open-File Rpt 86-413 (Albuquerque, NM), 126 pp. Richey, S.F. 1987. Preliminary Hydrologic Data for Wells Tested in Nash Draw, Near the Proposed Waste lsolation Pilot Plant Site, Southeastern New Mexico. USGS Open-File Rpt 87-37 (Albuquerque, NM), 131 pp. Richey, S.F.; Wells, J.G.; and Stephens, KT. 1985. Geohydrology of the Delaware Basin and Vicinity, Texas and New Mexico. USGS Water-Resources Investigations Rpt 84-4077 (Albuquerque, NM), 99 pp. Sandia Laboratories and US. Geological Survey. 1980a. Basic Data Report for Drillhole WlPP 18 (Waste lsolation Pilot Plant - WlPP), SAND79-0275 (Albuquerque, NM: Sandia National Laboratories). Sandia Laboratories and US. Geological Survey. 1980b. Basic Data Report for Drillhole WlPP 19 (Waste Isolation Pilot Plant - WIPP), SAND79-0276 (Albuquerque, NM: Sandia National Laboratories). Sandia Laboratories and U.S. Geological Survey. 1980c. Basic Data Report for Drillhole WlPP 21 (Waste Isolation Pilot Plant - WlPP), SAND79-0277 (Albuquerque, NM: Sandia National Laboratories). Sandia Laboratories and U.S. Geological Survey. 1980d. Basic Data Report for Drillhole W/PP 22 (Waste Isolation Pilot Plant - WlPP), SAND79-0278 (Albuquerque, NM: Sandia National Laboratories). Sandia National Laboratories and D'Appolonia Consulting Engineers. 1982. Basic Data Report for Drillhole WlPP 72 (Waste Isolation Pilot Plant - WIPP), SAND82-2336 (Albuquerque, NM: Sandia National Laboratories). Sandia National Laboratories and U.S. Geological Survey. 1983. Basic Data Report for Drillhole ERDA 9 (Waste Isolation Pilot Plant - WlPP), SAND79-0270 (Albuquerque, NM: Sandia National Laboratories). Saulnier, G.J., Jr. 1987. Analysis of Pumping Tests of the Culebra Dolomite Conducted at the H-7 1 Hydropad at the Waste lsolation Pilot Plant (WlPP) Site, SAND87-7124 (Albuquerque, NM: Sandia National Laboratories). Saulnier, G.J., Jr.; Freeze, G.A.; and Stensrud, W.A. 1987. WlPP Hydrology Program, Waste Isolation Pilot Plant, Southeastern New Mexico, Hydrologic Data Report #4, SAND86-7166 (Albuquerque, NM: Sandia National Laboratories). Snyder, R.P. 1985. Dissolution of Halite and Gypsum, and Hydration of Anhydrite to Gypsum, Rustler Formation, in the Vicinity of the Waste Isolation Pilot Plant, Southeastern New Mexico. USGS Open-File Rpt 85-229 (Washington, DC: US GPO), 11 pp. Stensrud, W.A.; Bame, M.A.; Lantz, K.D.; LaVenue, A.M.: Palmer, J.B.; and Saulnier, G.J., Jr. 1987. WlPP Hydrology Program, Waste lsolation Pilot Plant, Southeastern New Mexico, Hydrologic Data Report #5, SAND87-7125 (Albuquerque, NM: Sandia National Laboratories). Stensrud, W.A.; Bame, M.A.; Lantz, K.D.; Cauffman, T.L.; Palmer, J.B.; and Saulnier, G.J., Jr. 1988. WlPP Hydrology Program, Waste Isolation Pilot Plant, Southeastern New Mexico, Hydrologic Data Report #6, SAND87-7166 (Albuquerque, NM: Sandia National Laboratories). 143
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/
Page 40 and 41:
(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
Page 56 and 57:
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)
Page 66 and 67:
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 140 and 141: REFERENCES Bachman, G.O. 1984. Regi
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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