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

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10’ 1 1 1 1 a n w’ a = 100 v) v) W K 0. v) v) W A 2 9 u) 3 lo-’ I E * ** ** %* %* MATCH PARAMETERS - AP = 1.0 psi I = 1.0 hr PO 0.25 tD/CD = 125 0 PRESSURE DATA C,ezr = 5000 * PRESSURE-DERIVATIVE DATA Pi = 40.36 psia - SIMULATIONS 10-2 lo-’ 100 10’ 102 103 DIMENSIONLESS TIME GROUP, tD/cD 104 Figure 5-98. H-lIl/Forty-Niner Claystone Second Buildup Log-Log Plot with INTERPRET Simulation MATCH PARAMETERS I I p’ = 62.00psia I I A I ‘/ 10-3 10-2 lo-’ 100 ELAPSED TIME, hours 10’ 102 122 Figure 5-99. H-14Forty-Niner Claystone Early-Time Slug-Test Plot
Fortv-niner Anhvdrite. The upper anhydrite and gypsum unit of the Forty-niner Member lies from 359.5 to 390 ft deep at H-14 (Figure 3-6). The unit is roughly 75% anhydrite and 25% gypsum, based on interpretation of a neutron log. The unit was tested in a DST straddle interval extending from 356.0 to 384.5 ft deep. Thus, the bottom 3.5 ft of the Dewey Lake Red Beds and the Dewey Lake/Rustler contact were included in the test interval. Descriptions of the test instrumentation and the test data are contained in Stensrud et al. (1987). The Forty-niner anhydrite was tested from October 14 to 15,1986. Because the anhydrite was expected to have too low a permeability to allow quantitative testing over the few days available for testing, no pressure-equilibration period preceded the testing. Instead, as soon as the packers were set, the tubing was swabbed with the shut-in tool open, and the test interval was left open to the tubing for about 16 minutes for a flow period (Figure 5-100). Very little fluid entered the tubing at this time. The test interval was then shut in for about 16.5 hr. The pressure increased by about 1 psi over the first 1.5 hr of the buildup, and by only another psi over the last 15 hr. At that time, the testing was terminated. The Fortyniner anhydrite was judged to have a permeability much lower than that of the claystone, and quantitative testing of the anhydrite appeared to require weeks to months of effort. 5.2.5.2 H-16. At H-16, only the medial clayey interbed of the Forty-niner was tested. At this location, this interbed is composed largely of clay, and is indurated to a claystone only in minor intervals. The clay lies from 562.6 to 573.8 ft deep (Figure 3-8), and was tested in an interval extending from 560.4 ft to the then-bottom of the hole at 580.7 ft. The portions of the test interval overlying and underlying the clay are composed of gypsum E a0 PRESSURE ABOVE TEST INTERVAL / . ...... .. 45 30 15 L - - - . FFL \\ FEU ..... 1 0 L 4 6 8 10 12 14 16 18 20 Start Dote: 10/ 14,'1986 Start Time: 14: 00: 00 Elopsod Time in Hours Linear-Lineor Sequence Plot H-14/FORTY-NINER ANHYDRITE TEST Figure 5-1 00. H-14/Forty-Niner Anhydrite Drillstem Test Linear-Linear Sequence Plot 123
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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
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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
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5-78 5-79 5-80 5-81 5-82 5-83 5-84
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A-2 A-3 A4 A-5 A-6 Single-Porosity
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'H-6 o DOE-2 OHIPP-13 OAIPP 12 OH-1
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WlPP site. The aggregate thickness
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deep. The gamma-ray log used to gui
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3347.11 ft \ - -12.25-inch HOLE -8.
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~ 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
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WELL CASING 2.375-inch TUBING TEST-
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1.5-Inch GALVANIZED PIPE WELL CASIN
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I I I I PRE-TEST STATIC PRESSURE i/
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(or areal extent) of the aquifer on
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:7001 J EQUILIBRATION / r.. .......
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Once straddle tests proved impossib
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1300 c - J PRE-TEST PRESSURE IN TES
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- < a m L: * m 3 L a I Start Date:
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uildups were caused by the natural
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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
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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
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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
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..A 225 - PRESSURE ABOVE TEST INTER
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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
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
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 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
Page 168 and 169: Nationale Genossenschaft fur die La
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