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

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Stensrud, W.A.; Bame, M.A.; Lantr, K.D.; Cauffman, T.L; Palmer, J.B.; and Saulnier, G.J., Jr. in preparation. WlPP Hydrology Program, Waste Isolation Pilot Plant, Southeastern New Mexico, Hydrologic Data Report #7, SAND88-7014 (Albuquerque, NM: Sandia National Laboratories). Theis, C.V. 1935. 'The Relation Between the Lowering of the Piezometric Surface and the Rate and Duration of Discharge of a Well Using Ground-Water Storage," Trans AGU 251 9-24. Warren, J.E., 1963):245-55. and Root, P.J. 1963. "The Behavior of Naturally Fractured Reservoirs," Soc Pet Eng J (Sept Wells, J.G., and Drellack, S.L, Jr. 1982. Geologic and Well-Construction Data for the H-8 Borehole Complex Near the Proposed Waste Isolation Pilot Plant Site, Southeastern New Mexico. USGS Water-Resources Investigations Rpt 82-41 18 (Albuquerque, NM), 42 pp. 144
APPENDIX A TECHNIQUES FOR ANALYZING SINGLE-WELL HYDRAULIC-TEST DATA The techniques used in this report to analyze data from single-well hydraulic tests may be divided by test type. The techniques used to interpret data from pumping tests and DST buildups are described in Section A.1. Section A.2 describes slug-test and DST flow-period data analysis. Pressure-pulse test analysis is discussed in Section A.3. The well-test interpretation code INTERPRET, used in the pumping-test and DST-buildup analyses, is described in Section A.4. A.l PUMPING-TEST AND DST-BUILDUP DATA ANALYSIS Pumping-test data, both from the drawdown and recovery periods, may beanalyzed with either single-porosity or double-porosity interpretation techniques, and with log-log and semilog plotting techniques. The same techniques can be applied to the interpretation of data from DST buildups. These techniques are described below. When interpreting pumping-test data, the drawdown and recovery analyses should provide nearly identical results. Consistency of results validates the conceptual model used in the analysis. A.1.l Single-Porosity Log-Log Analysis Single-porosity log-log analysis of drawdown and buildup (recovery) data was performed using a method presented by Gringarten et al. (1979) and modified to include the pressure-derivative technique of Bourdet et at. (1984). This method applies to both the drawdown and buildup during or after a constant-rate flow period of a well that fully penetrates a homogeneous, isotropic, horizontal, confined porous medium. When used to interpret a test performed in a heterogeneous, anisotropic aquifer, the method provides volumetrically averaged results. Gringarten et al. (1979) constructed a family of log-log type curves of dimensionless pressure, p, versus a dimensionless time group defined as dimensionless time, tD. divided by dimensionless wellbore storage, C, where: kh 141.2qBp AP PO = 0.000264 kt tD = @w, rw2 (A-2) (A-3) 145
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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
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10' MATCH PARAMETERS O n w a 3 v) v
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..CI__._._..__....__.I 5.2.2.6 H-15
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8.0 1 I I I MATCH PARAMETERS AP 1.0
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- 200 150 5 - EQUILIBRATION \Feu 'S
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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
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3.0 .hl c El2 2.0 . v n I P 1 .o MA
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EI€3- 0.9 "O I OOATA - TYPE CURVE
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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
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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 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 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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