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

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~ 3409.6 n __ - - HOLOCENE DEPOSITS .-.. 37 11 GATUNA FORMATION DOCKUMGROUP 3406 8 1 ~- L \ 3408 0 11 12.25-inch HOLE 10.75-inch. 40 lbllt CONDUCTOR CASING -9.625-inch REAMED BOREHOLE DEWEY LAKE RED BEDS PACKER-INFLATION LINES 7-inch. 23 Ib/ft WELL CASING 2.375-inch TUBING TRANSDUCER CABLES 531.9 II a u m 5 I 562 6 11 a Y z f I- a z 590 2 If 615 6 11 573 8 11 ANHYDRITE/ GYPSUM CLAY (STONE) ANHYDRITE) GYPSUM MAGENTA DOLOMITE MEMBER __ 469 It TRANSDUCER U5. SIN 2472 TRANSDUCER 04. SIN 2475 3 m s Y 2 U a 3 ANHY DRlTE' GYPSUM 671 5 It CLAYSTONE 690, ssssn-, GYPSUM CLAYSTONEISILTSTONEISANDSTC 702 5 I l l 724 4 If U w m ; re f 3 n lu 2 z 2 3 733 3 Ii 742 4 W 777 7 n CULEBRA DOLOMITE MEMBER CLAY STONE GYPSUM HALlTlC CLAYSTONE! HALITE GYPSUM SILTSTONE/ CLAYSTONE -747 5 It _t__ TRANSDUCER #3. SIN 2474 TRANSDUCER U2. SIN 2105 TRANSDUCER Ul. SIN 2174 800-psi SHEAR-PIN PLUG 6.125-inch OPEN HOLE GYPSUMA/HALITE/POLYHAI 841.5 n SALAD0 FORMATION 1- TOTAL DEPTH 850 9 I! ALL DEPTHS BELOW GROUND SURFACE NOT TO SCALE Figure 3-8. As-Built Configuration and 5-Packer Completion for Well H-16
33M.01 tf 2, HOLOCENE DEPOSITS 5.31 ft CONDUCTOR CASING .-4 3413.36 It 14 21 If 12.25-inch HOLE 10.75-inch. 40 ib/H CONDUCTOR CASING REAMED BOREHOLE 9.625-inch REAMED BOREHOLE 7-inch. 23 Ib/ll WELL CASING ?-inch, 23 Iblft WELL CASING DOLOMITE TAMARISK MEMBER I I t -6,125-inch -PLUGGED BACK DEPTH 773 ft -CEMENT PLUG -TOTAL DEPTH 870 3 II OPEN HOLE Y -I t-u) 3 C 608.6n MEMBER - 6.125-Inch OPEN HOLE ALL DEPTHS BELOW GROUND SURFACE NOT TO SCALE -TOTAL CEMENT PLUG DEPTH 830.5 fl ALL DEPTHS BELOW GROUND SURFACE NOT TO SCALE Figure 3-9. As-Built Configuration for Well H-17 'IPP-12 was pumped briefly on May 1, 198 to develop the perforations and to provide information useful in designing a testing program (Saulnier et al., 1987). The well yielded very little water, indicating low transmissivity and/or a poor hydraulic connection between the well and the formation. In an effort to improve the effectiveness of the casing perforations in connecting the well with the formation, the well was acidized on May 21 , 1986. About 50 gallons of a 20% hydrochloric-acid solution were injected into the perforations under a surface pressure of 300 to 500 psig over 95 minutes. Because the acid solution was not readily injected, 500 gallons of the acid solution were placed at and above the Culebra perforations, and further well-development work was deferred. The spent acid solution and other wellbore fluids were bailed from WIPP-12 on August 27 and 28, 1987. After the fluid level recovered, a pump was set Figure 3-10. As-Built Configuration for Well H-I 8 in the well and all fluids were pumped from the well on 3 occasions in October and November 1987. The pump was then removed, and the well was bailed again on December 8, 1987. The fluid removed on this occasion was used to inflate a PIP set in the well casing on 2.375-inch tubing from 794.4 to 796.0 ft on December 16, 1987. A small-diameter minipacker was set in the tubing from 601 .O to 602.8 ft. The PIP. tubing, and minipacker were removed from the well at the conclusion of testing. The configuration of WIPP-12 during the 1987 Culebra slug tests is shown in Figure 3-1 2. 3.11 WIPP-18 WIPP-18, WIPP-19, WIPP-21, and WIPP-22 were originally drilled in 1978 in the north-central portion of the WlPP site to investigate the structure of nearsurface formations after preliminary interpretations of seismic-survey data indicated the potential existence 27
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 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 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
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
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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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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
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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
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
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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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