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

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WlPP Public Reading Room Carlsbad Municipal Library 101 S. Halagueno St. Carlsbad, NM 88220 L Hubbard, Head Librarian Thomas Brannigan Library 106 W. Hadley St. Las Cruces, NM 88001 0.Dresp, Head Librarian Roswell Public Library 301 N. Pennsylvania Avenue Roswell, NM 88201 N. Langston Svensk Karnbransleforsorjning AB Project KBS Karnbranslesakerhet Box 5864 10248 Stockholm, SWEDEN F. Karlsson lnstitut fur Tieflagerung (4) Theodor-Heuss-Strasse 4 0-3300 Braunschweig FEDERAL REPUBLIC OF GERMANY K. Kuhn Bundesanstalt fur Geowissenschaften und Rohstoffe Postfach510153 3000 Hannover 51 FEDERAL REPUBLIC OF GERMANY M. Langer Hahn-Mietner-lnstitut fur Kernforschung Glienicker Strasse 100 100 Berlin 39 FEDERAL REPUBLIC OF GERMANY W. Lube Bundesministerium fur Forschung und Technologie Postfach200706 5300 Bonn 2 FEDERAL REPUBLIC OF GERMANY Rolf-Peter Rand1 Physikalisch-Technische Bundesanstalt Postfach 33 45 D-3300 Braunschweig FEDERAL REPUBLIC OF GERMANY P. Brenneke Kernforschug Karlsruhe Postfach3640 7500 Karlsruhe FEDERAL REPUBLIC OF GERMANY K. D. Closs Attomic Energy of Canada, Ltd. (4) Whiteshell Nuclear Research Establishment Pinewa, Manitoba, CANADA ROE 1LO P. Haywood J. Tait C. C. Davison D. Stevenson Studiecentrum Voor Kernenergie (1) Centre D’Energie Nucleaire SCWCEN Boeratang 200 B-2400 Mol BELGIUM A. Bonne Ontario Hydro Research Lab 800 Kipling Avenue Toronto, Ontario, CANADA M8Z 554 D. K. Mukerjee Centre D’Etudes Nucleaires De La Vallee Rhone CENNALRHO S.D.H.A. BP 171 30205 Bagnols-Sur-Ceze FRANCE C. Sombret OECD Nuclear Energy Agency Division of Radiation Protection and Waste Management 38, Boulevard Suchet 7501 6 Paris, FRANCE J-P Olivier
D.R. Knowles British Nuclear Fuels, plc Risley, Warrington, Cheshire WA3 6AS 1002607 GREAT BRITAIN Shingo Tashiro Japan Atomic Energy Research Institute Tokai-M u ra, I braraki-Ken 3 1 9-1 1 JAPAN Netherlands Energy Research Foundation ECN (2) 3 Westerduinweg P.O. Box 1 1755 ZG Petten, THE NETHERLANDS T. Deboer, Mgr. L. H. Vons Pannell Library New Mexico Junior College Lovington Highway Hobbs, NM 88240 R. Hill New Mexico Tech (3) Department of Geoscience Socorro, NM 87801 J. Wilson D. Stephens C. S. Chen U. S. Geological Survey (2) Water Resources Division 345 Middlefield Rd. Menlo Park, CA 94025 P. Hsieh A. F. Moench Texas A&M University Department of Geology College Station, TX 77843 P. A. Domenico University of British Columbia Department of Geological Sciences Vancouver, British Columbia V6T 1 W5 CANADA R. A. Freeze University of Arizona Department of Hydrology Tucson, AZ 85721 S. P. Neuman Princeton University Department of Civil Engineering Princeton, NJ 08504 G. Pinder Scientific Software-lntercomp 1801 California, 3rd Floor Denver, CO 80202 A. C. Gringarten University of California (2) Lawrence W. Berkeley Laboratory Berkeley, CA 94720 J. Long S. M. Benson Kansas Geological Survey University of Kansas 1930 Constant Avenue, Campus West Lawrence, KS 66046 J. Butler University of Wisconsin-Madison Department of Geology and Geophysics 121 5 W. Dayton St. Madison, WI 53706 M. P. Anderson Emcon Associates 1921 Ringwood Avenue San Jose, CA 95131 F. W. Fenzel Gartner-Lee Limited 140 Renfrew Drive Markham, Ontario L3R 683 CANADA K. G. Kennedy 167
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
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
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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
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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)
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
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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
Page 78 and 79:
- 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
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
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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
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-
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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
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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 164 and 165: INTERA Technologies, Inc. (9) 6580
Page 168 and 169: Nationale Genossenschaft fur die La
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