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

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A-2 A-3 A4 A-5 A-6 Single-Porosity Type Curves and Pressure- Derivative Type Curves for Wells with Wellbore Storage and Skin ....................................................................................................... 147 Double-Porosity Type Curves for Wells with Wellbore Storage. Skin. and Restricted lnterporosity Flow ...................................................................................................................... 152 Double-Porosity Type Curves for Wells with Wellbore Storage. Skin, and Restricted lnterporosity Flow ...................................................................................................................... 154 Semilog Slug-Test Type Curves ................................................................................................... 158 Eariy-Time Log-Log Slug-Test Type Curves ................................................................................ 158 TABLES 5-1 5-2 5-3 Effective DST Flow Rates for Buildup Analyses .......................................................................... 52 Summary of Non-Culebra Single-Well Test Results ................................................................... 54 Summary of Culebra Single-Well Test Results ........................................................................... 60
INTERPRETATIONS OF SINGLE-WELL HYDRAULIC TESTS CONDUCTED AT AND NEAR THE WASTE ISOLATION PILOT PLANT (WIPP) SITE, 1983-1987 1. INTRODUCTION This report presents the results of single-well hydraulic tests performed in 23 wells in the vicinity of the Waste Isolation Pilot Plant (WIPP) site in southeastern New Mexico (Figure 1-11 between 1983 and 1987. The WlPP is a US. Department of Energy research and development facility designed to demonstrate safe disposal of transuranic radioactive wastes resulting from the nation’s defense programs. The WlPP facility will lie in bedded halite in the lower Salado Formation. The tests reported herein were conducted in the Salado Formation, in the underlying Castile Formation, and in the overlying Rustler Formation, Dewey Lake Red Beds, and Cenozoic alluvium. These tests were performed under the technical direction of Sandia National Laboratories, Albuquerque, New Mexico. Most of the tests discussed in this report were performed in the Culebra Dolomite Member of the Rustler Formation. The Culebra was tested at wells H-1, H-~c, H-8b, H-12, H-14, H-15, H-16, H-17, H-18, WIPP-12, WIPP-18, WIPP-19, WIPP-21, WIPP-22, WIPP-30, P-15, P-17. P-18, ERDA-9, Cabin Baby-1 , DOE-I, and Engle. The Forty-niner, Magenta, and Tamarisk Members of the Rustler were tested in H-14 and H-16. The unnamed lower member of the Rustler Formation was tested in H-16. The Dewey Lake Red Beds were tested in well H-14. Alluvium of Cenozoic age was tested in the Carper well. The Castile and Salado Formations were tested in WIPP- 12. With the exception of additional testing performed at DOE-2 that has been previously reported by Beauheim (1 986), this report discusses all single-well testing initiated by Sandia and its subcontractors at the WlPP site from 1983 through 1987. 17
Page 1 and 2: SANDIA REPORT SAND87 -0039 UC - 70
Page 3 and 4: SAND87-0039 Unlimited Release Print
Page 5: 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 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 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
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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
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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
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1.0, 0 I 0.9 0.8 0.7 0.6 0.5 0.4 MA
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P-15 was bailed on four occasions i
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1 .o 0.9 0.8 - p’ = 78.93 prig p,
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Two type-curve matches are shown wi
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0 5 I ELAPSED TIME. hours Figure 5-
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10’ 1 I I I n a w 5 100 v) v) W a
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MATCH PARAMETERS -ip 10 PSI 150 t 1
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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
Page 116 and 117:
~ ~. SLUG t i /- i 3 Start Date 07
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Figure 5-94 is a log-log plot of th
Page 120 and 121:
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
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
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OWIPP-28. 70 OWIPP-27.650 OWIPP-30.
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to Nash Draw where no halite is pre
Page 136 and 137:
observations regarding the potentia
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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
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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
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
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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
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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