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

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~ ~~ TABLE 5-3 SUMMARY OF CULEBRA SINGLE-WELL TEST RESULTS WELL H-1 H-4c CULEBRA DEPTH INTERVAL a 676-699 490-51 6 DEPTH INTERVAL TESTED E 675-703 494-520 TEST TYPE slug #1 slug #2 slug #3 slug #4 slug TRANSMISSIVITY W/davl 1 .o 0.83 0.83 0.83 0.65 SKIN FACTOR - - - H-8b H-12 588-614 823-850 574-624 820-890 pumping slug #1 slug #2 8.2 0.1 8 0.1 8 -7.2 - H-14 545-571 533-551 DST/FBU DST/SFL DST/SBU 0.096 0.1 0 0.10 -0.8 - -1 -3 H-14 545-571 533-574 DST/FBU D ST/S BU slug 0.30 0.31 0.30 -1.I -1-8 - H-15 861-883 853-890 DST/FBU DST/S B U slug 0.1 5 0.1 5 0.1 0 2.6 2.9 - H-16 702-724 696-734 DST/FBU DST/SBU slug 0.85 0.85 0.69 0.0 -0.3 - H-17 706-731 703-735 DST/FBU DST/SBU slug 0.21 0.22 0.22 -1.5 -1.2 - H-18 689-713 685714 DST/FBU DST/SBU slug 2.2 2.2 1.7 -0.2 -1 -0 WIPP-12 81 0-835 815-840 slug #1 0.1 0 - 60
~ TABLE 5-3 (Continued) WELL CULEBRA DEPTH INTERVAL DEPTH INTERVAL TESTED BE TEST TYPE TRANSM ISSlVlTY Wdav) WIPP-18 787-808 784-806 slug 0.30 WIPP-19 756-779 754-780 slug 0.60 WIPP-21 729-753 727-751 slug 0.25 w I P P-22 742-764 748-770 slug 0.37 w IP P-30 631-653 629-655 slug #I slug #2 0.1 8 0.1 7 P-I 5 413-435 41 0-438 slug #I slug #2 0.090 0.092 P-I 7 558-583 558-586 slug #I slug #2 .o .o 1 1 P-I 8 909-938 909-940 slug 4x1 0-3/7xIO-5 ERDA-9 704-727 705-728 slug #I slug #2 0.45 0.47 Cabin Baby-I 503-529 503-529 slug #I slug #2 0.28 0.28 DOE-I 821-843 820-843 pumping/ drawdown recovery 28 11 Engle 659-681 648-683 pumping 43 *Actual intervals oDen to the wells. 61
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SANDIA REPORT SAND87 -0039 UC - 70
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SAND87-0039 Unlimited Release Print
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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
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 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
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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
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~ ~. SLUG t i /- i 3 Start Date 07
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Figure 5-94 is a log-log plot of th
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was followed by a 92-minute FBU. Th
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10’ 1 1 1 1 a n w’ a = 100 v) v
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and anhydrite, and were not conside
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4.0 MATCH PARAMETERS .A. L. 21% 3.0
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Estimates of the static formation p
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10’ n w 2 100 v) v) w a P v) v) w
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OWIPP-28. 70 OWIPP-27.650 OWIPP-30.
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to Nash Draw where no halite is pre
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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,
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(A-4)
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distinct value of Coe2s. Pressure-d
Page 150 and 151:
The wellbore storage coefficient is
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where: n = number of normal sets of
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(A-21) and for spherical blocks the
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where: tp* = Vfq, V = total flow pr
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Figure A-5. Semilog Slug-Test Type
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A.4 INTERPRET WELL-TEST INTERPRETAT
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DISTRIBUTION: U. S. Department of E
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INTERA Technologies, Inc. (9) 6580
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WlPP Public Reading Room Carlsbad M
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Nationale Genossenschaft fur die La
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