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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 />

96

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