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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
- 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
- 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 60 and 61: ~ ~~ TABLE 5-3 SUMMARY OF CULEBRA S
- 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
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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
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7. SUMMARY AND CONCLUSIONS Single-w
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REFERENCES Bachman, G.O. 1984. Regi
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INTERA Technologies, Inc. 1986. WlP
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Stensrud, W.A.; Bame, M.A.; Lantr,
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(A-4)
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distinct value of Coe2s. Pressure-d
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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