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

More documents

Recommendations

Info

1300 c - J PRE-TEST PRESSURE IN TEST INTERVAL PRESSURE ABOVE TEST INTERVAL r' ._ 1000 900 ~ .........-. e00 - ........... .... 700 - ......_.. .. 600 - .'""\ FBU 500 - Y FFL 480. ........ ........ .... ...... ...... ...... 380 L 7 L) D 6 8 1E 1' i4 16 18 20 Elcpsed Time ir Hours Stort Date: W28/1985 Lirear-Li near Sequence Plot Stort Time: 13:00:B0 Yip?-12. EST 2074-2450/M8 136-COUDEti Figure 5-5. WIPP-12ISalado Marker Bed 136 to Cowden Test Linear-Linear Sequence Plot 1050 1010 - 5 m a C " D 3 8 L n 1 Start Date: 08/28/1985 Start Time: 16: 19:00 (tp + dt!.dt i. 1 Horner Plot: tp = 0.21 11 Hours U IPP-: ?,'LIST ?074-2450/MB 136-COWDEN FBU Figure 5-6. WIPP-l2/Salado Marker Bed 136 to Cowden First Buildup Horner Plot 46
~ ~ terminated. The curve would have to steepen considerably, however, to extrapolate to the approximately 1369 psia that, with the transducer at a depth of 2059.6 ft, would correspond to the 288 psig measured at the WIPP-12 wellhead. As was the case with the infra-Cowden test, the test of the interval between Marker Bed 136 and the Cowden gave no clear indication of that portion of the Salado being the source of the high pressures measured at the WI P P-12 well head. 5.1.3.3 Marker Bed 103 to Cowden Anhydrite. The interval from just above Marker Bed 103 to the Cowden anhydrite, 1120 to 2450 ft deep, was tested on August 29 and 30, 1985. Testing consisted of a 16-minute flow period followed by a 13-hr buildup period (Figure 5-7). As was the case during the previous Salado tests, very little fluid entered the tubing during the flow period. The pressure recovery during the buildup period was slow, with a final rate of less than 5 psilhr, and showed no clear signs of trending towards a positive surface pressure. Figure 5-8 is a Horner plot of the buildup data. Extrapolation from the last two points to infinite time gives a static formation pressure (p*) estimate of 510 psia. Inasmuch as the data curve was continuing to steepen when the buildup was terminated, this estimate must be too low. Considerable steepening would be required, however, for the curve to extrapolate to the approximately 873 psia that, with the transducer at a depth of 1105.7 ft, would correspond to the 288 psig measured at the WIPP-12 wellhead. As was the case with the previous Salado tests, the interval from Marker Bed 103 to the Cowden gave no clear indication of containing the source of the high pressures measured at the WIPP- 12 wellhead. PRE-TEST PRESSURE IN TEST INTERVAL 650 PRESSURE ABOVE TEST INTERVAL 6001 r' J 350 _... .... _.. 300 - FFL 250 i L 0 1.5 3 4. 5 6 7. 5 Y 10.5 1: ;3. 5 :5 Elapsed Time in Hours Start Date: 08,'2911985 Linecr-Linear Seqvmce Plot Start Ti me: 17: 00: 00 WIPP-12,'DST ; 120-2450, Na i03-CGWDEN Figure 5-7. WIPP-l2/Salado Marker Bed 103 to Cowden Test Linear-Linear Sequence Plot 47
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 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 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
show all

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

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?