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

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DISTRIBUTION: U. S. Department of Energy (5) Office of Civilian Radioactive Waste Management Office of Geologic Repositories Forrestal Building Washington, DC 20585 Stephen H. Kale - RW-20 Associate Director T. H. lsaacs - RW-20 Deputy Associate Director James C. Bresee - RW-22 Director, Repository Coordination Div. Ralph Stein - RW-23 Director, Engineering 81 Geotechnology James P. Knight - RW-24 Director, Siting, Licensing and Quality Assurance U. S. Department of Energy (3) Albuquerque Operations Office P.O. Box 5400 Albuquerque, NM 87185 R. G. Romatowski J. E. Bickel D. G. Jackson Public Affairs Division U. S. Department of Energy/AL Attn: National Atomic Museum Librarian P.O. Box 5400 Albuquerque, NM 87185 U. S. Department of Energy (6) WlPP Project Office (Carlsbad) P.O. Box 3090 Carlsbad, NM 88221 J. Tillman A. Hunt T. Lukow (2) V. Daub B. Young 162
U. S. Department of Energy (4) Savannah River Operations Office Waste Management Project Office P.O. Box A Aiken, SC 29801 S. Cowan W. J. Brumley J. R. Covell D. Fulmer U. S. Nuclear Regulatory Commission (4) Division of Waste Management Mail Stop 623SS Washington, DC 20555 M. Bell H. Miller J. Philip NRC Library U. S. Geological Survey Branch of Regional Geology MS913, Box 25046 Denver Federal Center Denver, CO 80225 R. Snyder U. S. Geological Survey (2) Water Resources Division Suite 200 4501 Indian School, NE Albuquerque, NM. 871 10 C. Peters P. Davies State of New Mexico (3) Environmental Evaluation Group P.O. Box 968 Santa Fe, NM 87503 R. H. Neill, Director NM Department of Energy & Minerals P.O. Box 2770 Santa Fe, NM 87501 K. LaPlante, Librarian New Mexico Bureau of Mines and Mineral Resources (2) Socorro, NM 87801 F. E. Kottolowski, Director J. Hawley Battelle Pacific Northwest Laboratories (6) Battelle Boulevard Richland, WA 99352 D. J. Bradley J. Relyea R. E. Westerman S. Bates H. C. Burkholder L. Pederson Battelle Memorial Institute (13) Project Management Division P.O. Box 2360 Hereford, TX 79045 ONWl Library W. Carbiener, General Manager (3) V. Adams S. Gupta J. Kirchner A. LaSala T. Naymik W. Newcomb A. Razem 0. Swanson J. Treadwell Bechtel Inc. (2) P.O. Box 3965 45-11-834 San Francisco, CA 94119 E. Weber H. Taylor New Mexico State Engineers Office District II, 909 E. Second P.O. Box 171 7 Roswell, NM 88201 A. Mason 163
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
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5 . TEST OBJECTIVES AND INTERPRETAT
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3-18 3-19 3-20 3-21 3-22 3-23 3-24
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5-35 H-l5/Culebra Drillstem and Slu
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5-78 5-79 5-80 5-81 5-82 5-83 5-84
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A-2 A-3 A4 A-5 A-6 Single-Porosity
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'H-6 o DOE-2 OHIPP-13 OAIPP 12 OH-1
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WlPP site. The aggregate thickness
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deep. The gamma-ray log used to gui
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3347.11 ft \ - -12.25-inch HOLE -8.
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~ 3409.6 n __ - - HOLOCENE DEPOSITS
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Ylf M (t -1wt 5 n nch REAMED BOREHO
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3418.96 n 7.875-inch REAMED BOREHOL
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2.375-inch TUBING 4.5-inch. 9.5 Ibl
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WELL CASING 2.375-inch TUBING TEST-
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1.5-Inch GALVANIZED PIPE WELL CASIN
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I I I I PRE-TEST STATIC PRESSURE i/
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(or areal extent) of the aquifer on
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:7001 J EQUILIBRATION / r.. .......
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Once straddle tests proved impossib
Page 46 and 47:
1300 c - J PRE-TEST PRESSURE IN TES
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- < a m L: * m 3 L a I Start Date:
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uildups were caused by the natural
Page 52 and 53:
TABLE 5-1 EFFECTIVE DST FLOW RATES
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TABLE 5-2 SUMMARY OF NON-CULEBRA SI
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simulation shown, however, uses a t
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1 .o 0.9 0.8 p' = 79.08 paig pi = 6
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~ ~~ TABLE 5-3 SUMMARY OF CULEBRA S
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Two factors raised questions about
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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
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..A 225 - PRESSURE ABOVE TEST INTER
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10' n ui K 3 v) v) W a n v) v) 100
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10' MATCH PARAMETERS O n w a 3 v) v
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..CI__._._..__....__.I 5.2.2.6 H-15
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8.0 1 I I I MATCH PARAMETERS AP 1.0
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- 200 150 5 - EQUILIBRATION \Feu 'S
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4.0 1 I 1 1 3.0 I n 2.0 1 .o 0.0 0.
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1.0 0.9 0.8 0.7 0.6 0 0.5 0.4 0.3 0
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3.0 .hl c El2 2.0 . v n I P 1 .o MA
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EI€3- 0.9 "O I OOATA - TYPE CURVE
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4.0 I I I 3.0 MATCH PARAMETERS AP =
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1 .o 0.9 0.8 0.7 1 MATCH PARAMETERS
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1 .o 0.9 0.8 0.7 0.6 0 2 0.5 I 0.4
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1.0, 0 I 0.9 0.8 0.7 0.6 0.5 0.4 MA
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P-15 was bailed on four occasions i
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1 .o 0.9 0.8 - p’ = 78.93 prig p,
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Two type-curve matches are shown wi
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0 5 I ELAPSED TIME. hours Figure 5-
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10’ 1 I I I n a w 5 100 v) v) W a
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MATCH PARAMETERS -ip 10 PSI 150 t 1
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Considering that all other pumping
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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 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 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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