Beauheim 1987 - Waste Isolation Pilot Plant - U.S. Department of ...
Beauheim 1987 - Waste Isolation Pilot Plant - U.S. Department of ...
Beauheim 1987 - Waste Isolation Pilot Plant - U.S. Department of ...
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The simulation is representative <strong>of</strong> a singleporosity<br />
medium with a transmissivity <strong>of</strong> 0.31 ftzfday<br />
(Table 5-3). Assuming a Culebra porosity <strong>of</strong> 20%, a<br />
total-system compressibility <strong>of</strong> 1 .O x 10-5 psi-1, and a<br />
fluid viscosity <strong>of</strong> 1.0 cp, the skin factor for this<br />
simulation is about -1.8. These values are in<br />
excellent agreement with the FBU results, and<br />
indicate possible slight well development during the<br />
DST's. Again, the decline in the pressure derivative<br />
in Figure 5-33 at late time shows the continuing<br />
influence <strong>of</strong> the overpressure skin on the data.<br />
Figure 5-34 shows a semilog plot <strong>of</strong> the rising-head<br />
slug-test data, along with the best-fit type curve. This<br />
fit provides a transmissivity estimate <strong>of</strong> 0.30 ftz/day<br />
(Table 5-3). which is in excellent agreement with the<br />
FBU and SBU results. This fit was achieved using a<br />
static formation pressure estimate <strong>of</strong> 90.0 psia,<br />
slightly below the pressure measured at the end <strong>of</strong><br />
the SBU. The transducer used for the DST's and<br />
slug test was set at a depth <strong>of</strong> 514.7 ft. The fluid in<br />
the hole during the testing had a specific gravity <strong>of</strong><br />
1.003, and the transducer measured an atmospheric<br />
pressure <strong>of</strong> 12.3 psia before testing began. Hence,<br />
90.0 psia at the transducer depth corresponds to a<br />
static formation pressure <strong>of</strong> about 96.5 psig at the<br />
midpoint <strong>of</strong> the Culebra about 558 ft deep.<br />
Conclusions: The Culebra is 26.5 ft thick at H-14.<br />
The transmissivity <strong>of</strong> the upper 5.8 ft is 0.10 ftZ/day,<br />
while that <strong>of</strong> the entire unit is 0.30 ftz/day. Hence, the<br />
average hydraulic conductivity <strong>of</strong> the upper 5.8 ft <strong>of</strong><br />
the Culebra appears to be about 1.8 times greater<br />
than that <strong>of</strong> the lower 20.7 ft. This difference does<br />
not represent a great degree <strong>of</strong> heterogeneity. Left<br />
unresolved by this testing is the distribution <strong>of</strong><br />
hydraulic conductivity within the Culebra on a finer<br />
scale, such as hydraulic-conductivity differences<br />
between those portions that are less competent and<br />
core quickly, and those that are more competent and<br />
core more slowly.<br />
1 .o<br />
0.9<br />
0.8<br />
0.7<br />
0.6<br />
0<br />
F<br />
I<br />
0.5<br />
0.4<br />
0.3<br />
0.2<br />
0.1<br />
0.0<br />
I,-, = 295:17:3555<br />
10-3 10-2 lo-' 100<br />
ELAPSED TIME, hours<br />
10' 102<br />
Figure 5-34. H-I4/Culebra Slug-Test Plot<br />
73