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

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INTERA Technologies, Inc. (9) 6580 Austin Center Blvd., #300 Austin, TX 78731 G. E. Grisak J. F. Pickens G. J. Saulnier V. A. Kelley A. Haug A. M. LaVenue M. Reeves T. L. Cauffman Library INTERA Technologies, Inc. P.O. Box 2123 Carlsbad, NM 88221 W. Stensrud IT Corporation (3) P.O. Box 2078 Carlsbad. NM 88221 R. McKinney M. Crawley D. Deal IT Corporation (3) Suite 306 2340 Alamo, SE Albuquerque, NM 871 06 W. E. Coons S. Niou J. Myers RE/SPEC, Inc. P.O. Box 725 Rapid City, SD 57709 P. F. Gnirk REISPEC, Inc. P.O. Box 14984 Albuquerque, NM 871 91 S. W. Key Systems, Science, and Software (2) Box 1620 La Jolla, CA 92038 E. Peterson P. Lagus University of Arizona Department of Nuclear Engineering Tucson, AZ 85721 J. G. McCray University of New Mexico (2) Geology Department Albuquerque, NM 87131 D. G. Brookins Library The Pennsylvania State University Materials Research Laboratory University Park, PA 16802 D. Roy Texas A&M University Center of Tedonophysics College Station, TX 77840 J. Handin University of Texas at El Paso Department of Geological Sciences El Paso, TX 79968 D. W. Powers Westinghouse Electric Corporation (7) P.O. Box 2078 Carlsbad, NM 88221 Library W. Moffitt V. DeJong W. Chiquelin T. Dillon V. Likar R. Kehrman SAlC 101 Convention Center Dr. Las Vegas, NV 89109 G. Dymmel 1 64
National Academy of Sciences, WlPP Panel: Dr. Konrad B. Krauskopf, Chairman Department of Geology Panama Street Stanford University Stanford, CA 94305 Dr. Frank L. Parker Department of Environmental and Water Resources Engineering Vanderbilt University Nashville, TN 37235 Dr. John 0. Blomeke Oak Ridge National Laboratory P.O. Box X Oak Ridge, TN 37830 Dr. John D. Bredehoeft Western Region Hydrologist Water Resources Division U. S. Geological Survey 345 Middlefield Road Menlo Park, CA 94025 Dr. Karl P. Cohen 928 N. California Avenue Palo Alto, CA 94303 Dr. Fred M. Ernsberger 250 Old Mill Road Pittsburgh, PA 15238 Dr. Rodney C. Ewing Department of Geology University of New Mexico 200 Yale, NE Albuquerque, NM 87131 Dr. Charles Fairhurst Department of Civil and Mineral Engineering University of Minnesota 500 Pillsbury Dr. SE Minneapolis, MN 55455 Dr. William R. Muehlberger Department of Geological Sciences University of Texas at Austin P.O. Box 7909 Austin, TX 78712 Dr. D’Arcy A. Shock 233 Virginia Ponca City, OK 74601 Dr. Peter B. Meyers, Staff Director National Academy of Sciences Committee on Radioactive Waste Management 2101 Constitution Avenue Washington, DC 20418 Ms. Remi Langum Staff Officer Board on Radioactive Waste Management GF462 21 01 Constitution Avenue Washington, D.C. 20418 Hobbs Public Library 509 N. Ship Street Hobbs, NM 88248 M. Lewis, Librarian New Mexico Tech Martin Speere Memorial Library Campus Street Socorro. NM 8781 0 New Mexico State Library P.O. Box 1629 Santa Fe, NM 87503 1. Vollenhofer Zimmerman Library University of New Mexico Albuquerque, NM 87131 Z. Vivian WlPP Public Reading Room Atomic Museum Kirtland East AFB Albuquerque, NM 87185 G. Schreiner 165
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
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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
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
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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
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.. .......
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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:
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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
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~ ~~ TABLE 5-3 SUMMARY OF CULEBRA S
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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
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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.
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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
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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
Page 94 and 95:
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
Page 110 and 111:
I ,EQUILIBRATION BUILDUP Elapsed Ti
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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 162 and 163: DISTRIBUTION: U. S. Department of E
Page 166 and 167: WlPP Public Reading Room Carlsbad M
Page 168 and 169: Nationale Genossenschaft fur die La
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