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

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0 9. w 10’ K =a 100 v) v) W a n v) v) W A z 0 5. n 10-1 MATCH PARAMETERS AP 1.0 psi t 1.0 hr PO 0.025 tD/CO 21 8 /-- 0 PRESSURE DATA PRESSURE-DERIVATIVE DATA - SIMULATIONS 10-2 lo-’ 100 101 102 103 104 DIMENSIONLESS TIME GROUP, tD/CD Figure 5-85. H-l4/Magenta First Buildup Log-Log Plot with INTERPRET Simulation 10’ MATCH PARAMETERS AP 1.0 PSI t 1.0 hr n J $ 100 v) W K n v) v) W A z 0 v) 5 10” I - n PI 40.5psia f * 0 il PRESSURE DATA -F PRESSURE-DERIVATIVE DATA - SI M U LATI 0 N S 10-2 10” I I I I 100 10’ 102 103 104 DIMENSIONLESS TIME GROUP. to/CD 112 Figure 5-86. H-l4/Magenta Second Buildup Log-Log Plot with INTERPRET Simulation
effects (Figure 5-87). The middle-time data (around 0.5 on the time axis) have a concave-upward curvature typical of ideal behavior. The simulation shown is the best fit obtained to those data using the model derived in conjunction with the log-log analysis, and shows that the buildup pressure is initially trending toward a static formation pressure (p*) of about 113 psia. At Iate time, however, the data become concave-downward and appear to trend toward a higher formation pressure before reaching yet another inflection point and terminating with a concave-upward curvature. The pressure buildup appears to have been controlled by different formation pressures at different times. The same responses to pressure-skin conditions are seen in the log-log plot of the TBU data (Figure 5-88). After beginning to stabilize, the pressure derivative rises, and then decreases sharply. The simulation shown in Figure 5-88 is similar to those of the FBU and SBU, but uses a transmissivity of 5.3 x 10-3 ft2lday and a skin factor of 0.3 (Table 5-2). The dimensionless Horner pIot of the TBU data (Figure 5-89) also shows the same curvatures as that of the SBU data (Figure 5-87). The middle-time TBU data, however, appear to be controlled by a formation pressure of about 106 psia, 7 psi lower than the value obtained for the SBU data. :la" 3.0 MATCH PARAMETERS I 1 I AP = 1.0 psi t = 1.0 hr + PO = 0.034 2.0 . lo/CD =18 CDe25 = 10 . P' = 113.0 psia - h 1 0. (I 1.0 n . + 0.0 + DATA - SIMULATION -1.o 1 1 I 0.0 0.5 1 .o 1.5 2.0 DIMENSIONLESS SUPERPOSITION FUNCTION: FLOW PERIOD 6 Figure 5-87. H-l4/Magenta Second Buildup Dimensionless Horner Plot with INTERPRET Simulation 113
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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
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
Page 110 and 111: I ,EQUILIBRATION BUILDUP Elapsed Ti
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 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
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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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