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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P-15 was bailed on four occasions in March and April<br />
<strong>1987</strong> (Section 3.17) to develop the hydraulic<br />
connection between the perforated casing and the<br />
formation. In May <strong>1987</strong>, two falling-head slug tests <strong>of</strong><br />
the Culebra were performed. The first was initiated<br />
on May 16, and the second began on May 19. A<br />
semilog plot <strong>of</strong> the data from the first test is<br />
presented in Figure 5-67, along with the best-fit typecurve<br />
match. This match provides a transmissivity<br />
estimate <strong>of</strong> 0.090 ft*/day (Table 5-3). The semilog<br />
plot <strong>of</strong> the data from the second test (Figure 5-68)<br />
shows a fit to the same type cuwe, but with a slightly<br />
different time match. The transmissivity estimate<br />
from this match is 0.092 ft2/day (Table 5-3). These<br />
values are in excellent agreement, and are only<br />
slightly higher than the transmissivity value <strong>of</strong><br />
0.07 ft2/day reported by Mercer (1983) for the<br />
Culebra at P-15.<br />
5.2.2.17 P-17. Mercer (1 983) reported the<br />
transmissivity <strong>of</strong> the Culebra at P-17 to be 1.0 ftYday,<br />
based on a slug test conducted by the USGS. P-17<br />
was retested in November 1986 after the hydraulic<br />
head and fluid density <strong>of</strong> the Culebra at that location<br />
proved difficult to simulate with the existing data in<br />
an areal modeling exercise (Haug et al., <strong>1987</strong>).<br />
To verify the transmissivity <strong>of</strong> the Culebra at P-17, two<br />
falling-head slug tests were performed. The first test<br />
was initiated on November 20, 1986, and lasted<br />
nearly 22 hr, by which time 99% <strong>of</strong> the induced<br />
pressure differential had dissipated. Figure 5-69<br />
shows a semilog plot <strong>of</strong> the falling-head slug-test<br />
data, along with the best-fit type curve. This fit<br />
provides a transmissivity estimate <strong>of</strong> 1 .O ftzlday<br />
(Table 5-3), which is the same value reported by<br />
Mercer (1983). The second test was begun on<br />
November 24, 1986, and lasted about 19 hr. A<br />
semilog plot <strong>of</strong> the data from the second test and the<br />
best-fit type-curve match are shown in Figure 5-70.<br />
The type-curve match for the second test is very<br />
similar to that used for the first test, and provides a<br />
second transmissivity estimate <strong>of</strong> 1 .O ft2/day<br />
(Table 5-3). The slight difference between the test<br />
data and the type curve at early time is probably due<br />
to the packer used in the test (Figure 3-19)<br />
continuing to deflate, and thus changing the wellbore<br />
volume, during the first few minutes <strong>of</strong> the test. The<br />
fluid-pressure data collected during the P-17 slug<br />
tests are reported in Stensrud et al. (<strong>1987</strong>).<br />
5.2.2.18 P-18. Mercer (1983) reported the<br />
transmissivity <strong>of</strong> the Culebra at P-18 to be<br />
0.001 ft*/day based on a bailing test conducted by<br />
the USGS in 1977 (Mercer and Orr, 1979). This<br />
estimate <strong>of</strong> transmissivity was uncertain, however,<br />
because <strong>of</strong> the low degree <strong>of</strong> recovery obtained<br />
during the test. To evaluate the possibility that the<br />
low apparent transmissivity might be related to a<br />
poor hydraulic connection between the well and the<br />
formation, the Culebra interval in P-18 was<br />
reperforated (Section 3.18), a PIP was set in the well<br />
on 2.375-inch tubing to decrease the wellbore<br />
volume in communication with the Culebra, the<br />
tubing was bailed on two occasions to develop the<br />
well, and a rising-head slug test was performed.<br />
The tubing was bailed for the last time on August 26,<br />
<strong>1987</strong>, lowering the Culebra water level from about<br />
543 ft to about 842 ft deep (Stensrud et al., 1988).<br />
On September 10, <strong>1987</strong>, the water level had<br />
recovered to a depth <strong>of</strong> about 734 ft, and<br />
a minipacker with a feedthrough plug and attached<br />
pressure transducer was installed and inflated in the<br />
tubing at a depth <strong>of</strong> about 781 ft (Figure 3-20). The<br />
fluid-pressure buildup beneath the minipacker in<br />
response to the bailing was monitored with a<br />
transducer until November 6,<strong>1987</strong>, by which time the<br />
pressure recovery had slowed to an erratic rate <strong>of</strong><br />
about 0.1 psi/day. A rising-head slug test was<br />
initiated on November 6, <strong>1987</strong> by deflating<br />
the minipacker and removing it from the tubing, after<br />
which the rise in the P-18 water level was monitored<br />
for several months. The fluid-pressure and waterlevel<br />
data collected during the development and<br />
testing <strong>of</strong> P-18 will be reported in Stensrud et al. (in<br />
preparation).<br />
The pretest stabilized formation pressure and the<br />
initial slug-test pressure at P-18 were measured by<br />
the transducer attached to the feedthrough plug in<br />
the minipacker in the tubing. These pressures were<br />
converted to water levels to allow interpretation <strong>of</strong><br />
the water levels measured during the slug test.<br />
When the tubing was bailed on August 26,<strong>1987</strong>, the<br />
fluid removed had a specific gravity <strong>of</strong> about 1.05.<br />
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