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

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Nationale Genossenschaft fur die Lagerung Radioaktiver Abfalle (3) Parkstrasse 23 CH5401 Baden SWIKZERLAND P. Hufschmied C. McCombie M. Thury Argonne National Laboratory 9700 South Cas Avenue Argonne, IL 60439 0. Hambeley Brookhaven National Laboratory Associated Universities, Inc. Upton, NY 11973 P. W. Levy, Senior Scientist Los Alamos National Laboratory Los Alamos, NM 87545 B. Erdal, CNC-11 Oak Ridge National Laboratory (4) Box Y Oak Ridge, TN 37830 R. E. Blanko E. Bondietti C. Claiborne G. H. Jenks Oak Ridge National Laboratory Building 2001 Ecological Sciences Information Center P.O. Box X Oak Ridge, TN 37830 C. S. Fore Rockwell International Rocky Flats <strong>Plant</strong> Golden, CO 80401 C. E. Wickland Rockwell International (3) Atomics International Division Rockwell Hanford Operations P.O. Box 800 Richland, WA 99352 J. Nelson (HWP) P. Salter W. W. Schultz National Ground Water Information Center 6375 Riverside Drive Dublin, OH 4301 7 J. Bix 168
Sandia Internal: 1510 1520 1521 1521 3141 3151 3154-1 6000 6230 6232 6233 6253 6253 6300 6310 6312 6313 6314 6315 6330 6331 6331 6331 6331 J. W. Nuntiato C. W. Peterson R. D. Krieg H. S. Morgan S. A. Landenberger (5) W. L. Garner (3) C. H. Dalin, For: DOElOSTl(8) D. L Hartley W. C. Luth W. R. Wawersik T. M. Gerlach D. A. Northrup N. R. Warpinski R. W. Lynch T. 0. Hunter F. W. Bingham T. Blejwas J. R. Tillerson S. Sinnock W. D. Weart A. R. Lappin R. L <strong>Beauheim</strong> D. J. Borns M. M. Gonzales 6331 A. L. Jensen 6331 S. J. Lambert 6331 K. L.Robinson 6331 M. D. Siege1 6332 L. D. Tyler 6332 J. C. Stormont 6332 Sandia WlPP Central Files (2) (700HIND) 6333 T. M. Schultheis 6334 D. R. Anderson 6334 K. Brinster 6334 L. Brush 6334 R. L. Hunter 6334 M. G. Marietta 7100 C. D. Broyles 7110 J. D. Plimpton 7120 M. J. Navratil 7125 R. L. Rutter 7125 J. T. Mcllmoyle 7130 J. 0. Kennedy 7133 0. Burchett 7133 J. W. Mercer 7135 P. D. Seward 8524 P. W. Dean (SNLL Library) U S GOVERNMENT PRINTING OFFICE 7988--573049/61048 169
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
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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
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
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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
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
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 =
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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
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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-
Page 104 and 105:
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
Page 112 and 113:
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 166 and 167: WlPP Public Reading Room Carlsbad M
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