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

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5-78 5-79 5-80 5-81 5-82 5-83 5-84 5-85 5-86 5-87 5-88 5-89 5-90 5-91 5-92 5-93 5-94 5-95 DOE-1ICulebra Pumping Test Recovery Dimensionless Horner Plot with INTERPRET Simulation .................................................................................................................................. 105 DOE-1 ICulebra Pumping Test Linear-Linear Sequence Plot with INTERPRET Simulation ........................................................................... 106 Engle/Culebra Pumping Test Drawdown Log-Log Plot with INTERPRET Simulation .............................................................................................. 107 Engle/Culebra Pumping Test Drawdown Dimensionless Horner Plot with INTERPRET Simulation .................................................................................................................................. 107 H-14flamarisk Claystone Shut-In Test Linear- Linear Sequence Plot ................................................................................................................ 109 H-1 6/Tamarisk Claystone Shut-In Test Linear- Linear Sequence Plot ................................................................................................................ 110 H-l4/Magenta Drillstem Test Linear-Linear Sequence Plot ........................................................................................................................... 11 1 H-l4/Magenta First Buildup Log-Log Plot with INTERPRET Simulation ..................................................................................................... 1 12 H-l4/Magenta Second Buildup Log-Log Plot with INTERPRET Simulation ..................................................................................................... 112 H-l4/Magenta Second Buildup Dimensionless Horner Plot with INTERPRET Simulation ................................................................................. 113 H-l4/Magenta Third Buildup Log-Log Plot with INTERPRET Simulation ..................................................................................................... 114 H-l4/Magenta Third Buildup Dimensionless Horner Plot with INTERPRE Simulation ................................................................................. 114 H-lG/Magenta Drillstem and Slug Testing Linear-Linear Sequence Plot .................................................................................................... 1 16 H-1 G/Magenta First Buildup Log-Log Plot with INTERPRET Simulation ..................................................................................................... 1 16 H-1 6lMagenta Second Buildup Log-Log Plot with INTERPRET Simulation ..................................................................................................... 11 7 H-1 6/Magenta Drillstem Test Linear-Linear Plot with INTERPRET Simulation .............................................................................................. 11 7 H-1 G/Magenta Early-Time Slug-Test Plot ..................................................................................... 1 18 H-l4/Forty-Niner Claystone Drillstem and Slug Testing Linear-Linear Sequence Plot .............................................................................. 119
5-96 H-l4/Forty-Niner Claystone First Buildup Log-Log Plot with INTERPRET Simulation .............................................................................. 120 5-97 H-l4/Forty-Niner Claystone First Buildup Dimensionless Horner Plot with INTERPRET Simulation .................................................................................................................................. 121 5-98 H-l4/Forty-Niner Claystone Second Buildup Log-Log Plot with INTERPRET Simulation ............................................................................. ,122 5-99 H-14/Forty-Niner Claystone Early-Time 5-1 00 5-101 5-102 Slug-Test Plot ............................................................................................................................. 122 H-14/Forty-Niner Anhydrite Drillstem Test Linear-Linear Sequence Plot .................................................................................................... 123 H-lG/Forty-Niner Clay Pulse, Drillstem, and Slug Testing Linear-Linear Sequence Plot .............................................................................. 124 H-lG/Forty-Niner Clay Pulse-Test Plot .......................................................................................... 125 5-1 03 H-1 6IForty-Niner Clay First Buildup Log-Log Plot with INTERPRET Simulation .............................................................................................. 125 5-104 H-lGIForty-Niner Clay First Buildup Dimensionless Horner Plot with INTERPRET Simulation .................................................................................................................................. 126 5-1 05 H-lG/Forty-Niner Clay Second Buildup Log-Log Plot with INTERPRET Simulation .............................................................................................. 127 5-1 06 H-1 G/Forty-Niner Clay Early-Time Slug-Test Plot .............................................................................................................................................. 127 5-1 07 H-lI/Lower Dewey Lake Drillstem and Pulse Testing Linear-Linear Sequence Plot ...................................................................................... 128 5-1 08 Carper/Cenozoic Alluvium Pumping Test Drawdown Log-Log Plot with INTERPRET Simulation .............................................................................. 130 5-1 09 Carper/Cenozoic Alluvium Pumping Test Drawdown Dimensionless Horner Plot with INTERPRET Simulation .................................................................................................................................. 130 6-1 6-2 Culebra Wells Tested by the WlPP Project .................................................................................. 132 Distribution <strong>of</strong> Rustler Halite and Culebra Transmissivity Around the WlPP Site ....................................................................................... 133 6-3 Vertical Hydraulic-Head Relations Among the Rustler Members at the WlPP Site .......................................................................................... 137 A-1 Single-Porosity Type Curves for Wells with Wellbore Storage and Skin ....................................................................................................... 146
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 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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