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

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5 . TEST OBJECTIVES AND INTERPRETATIONS .................................................................................. 41 5.1 Castile and Salado Formations .............................................................................................. 41 5.1.1 Plug Tests ................................................................................................................... 41 5.1.2 Castile Tests ............................................................................................................... 42 5.1.3 Salado Tests ............................................................................................................... 43 5.1 3.1 Infra-Cowden ......................................................................................... 44 5.13.2 Marker Bed 136 to Cowden Anhydrite . 44 5.1.3.3 Marker Bed 103 to Cowden Anhydrite . 47 5.1.3.4 Well Casing to Cowden Anhydrite ....................................................... 48 5.1.4 Conclusions from Castile and Salado Tests ........................................................... 48 5.2 Rustler Formation .................................................................................................................... 50 5.2.1 Unnamed Lower Member ......................................................................................... 50 5.2.2 Culebra Dolomite Member ......................................................................................... 56 5.2.2.1 5.2.2.2 5.2.2.3 5.2.2.4 5.2.2.5 5.2.2.6 5.2.2.7 5.2.2.8 5.2.2.9 5.2.2.1 0 5.2.2.1 1 5.2.2.1 2 5.2.2.13 5.2.2.14 5.2.2.1 5 5.2.2.1 6 5.2.2.1 7 5.2.2.1 8 5.2.2.1 9 5.2.2.20 5.2.2.21 5.2.2.22 H-1 .......................................................................................................... 57 H4c ......................................................................................................... 57 H-8b ......................................................................................................... 63 H-12 ......................................................................................................... 66 H-14 ......................................................................................................... 67 H-15 ......................................................................................................... 74 H-16 ......................................................................................................... 77 H-17 ......................................................................................................... 81 H-18 ......................................................................................................... 84 WIPP-12 .................................................................................................. 90 WIPP-18 .................................................................................................. 90 WIPP-19 .................................................................................................. 90 WIPP-21 .................................................................................................. 92 WIPP-22 .................................................................................................. 92 WIPP-30 .................................................................................................. 92 P-15 ........................................................................................................ 94 P-17 ........................................................................................................ 96 P-18 ........................................................................................................ 96 ERDA-9 ................................................................................................... 100 Cabin Baby-1 ......................................................................................... 100 DOE-1 ..................................................................................................... 100 Engle ...................................................................................................... 106 5.2.3 Tamarisk Member ...................................................................................................... 108 5.2.3.1 H-14 ......................................................................................................... 108 5.2.3.2 H-16 ......................................................................................................... 108 5.2.4 Magenta Dolomite Member ....................................................................................... 110 5.2.4.1 H-14 ......................................................................................................... 110 5.2.4.2 H-16 ......................................................................................................... 115 5.2.5 Forty-niner Member ................................................................................................... 119 5.2.5.1 H-14 ......................................................................................................... 119 5.2.5.2 H-16 ......................................................................................................... 123 5.3 Dewey Lake Red Beds ............................................................................................................ 128 5.4 Cenozoic Alluvium ................................................................................................................. 129 8
6 . DISCUSSION OF RUSTLER FLOW SYSTEM ................................................................................... 131 6.1 Culebra Transmissivity ............................................................................................................ 131 6.2 Hydraulic-Head Relations Among Rustler Members ........................................................... 134 7 . SUMMARY AND CONCLUSIONS ...................................................................................................... 138 REFERENCES ............................................................................................................................................ 140 APPENDIX A: Techniques for Analyzing Single-Well Hydraulic-Test Data ............................................. 145 FIGURES 1-1 2- 1 3-1 3-2 3-3 3-4 3-5 3-6 3-7 3-8 3-9 3-10 3-11 3-12 3-13 3-14 3-15 3-16 3-17 Locations <strong>of</strong> the WlPP Site and Tested Wells .............................................................................. 18 WIPP-Area Stratigraphic Column .................................................................................................. 19 Well Configuration for H-1 Slug Tests .......................................................................................... 21 Well Configuration for H-4c Slug Test .......................................................................................... 22 Plan View <strong>of</strong> the Wells at the H-8 Hydropad ................................................................................ 22 Well Configuration for H-8b Pumping Test .................................................................................. 23 Well Configuration for H-12 Slug Tests ........................................................................................ 23 As-Built Configuration for Well H-14 ............................................................................................. 24 As-Built Configuration for Well H-15 ............................................................................................. 24 As-Built Configuration and +Packer Completion for Well H-16 ................................................. 26 As-Built Configuration for Well H-17 ............................................................................................. 27 As-Built Configuration for Well H-18 ............................................................................................. 27 Well Configuration for WIPP-12 Castile and Salado Testing ...................................................... 28 Well Configuration for WIPP-12 Culebra Slug Tests ................................................................... 28 Well Configuration for WIPP-18 Slug Test ................................................................................... 29 Well Configuration for WIPP-19 Slug Test ................................................................................... 29 Well Configuration for WIPP-21 Slug Test ................................................................................... 30 Well Configuration for WIPP-22 Slug Test ................................................................................... 30 Well Configuration for WlPP-30 Slug Tests ................................................................................. 31
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 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 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
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 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 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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