25.10.2014 Views

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 ...

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

~<br />

5.2.5 Forty-niner Member. The Forty-niner<br />

Member <strong>of</strong> the Rustler Formation was tested in wells<br />

H-14 and H-16. The objectives <strong>of</strong> the testing were to<br />

obtain hydraulic-head and transmissivity estimates.<br />

The hydraulic-head measurements are particularly<br />

important in helping to determine whether or not<br />

water from the Dewey Lake Red Beds, and by<br />

extension from the surface, can be recharging the<br />

Magenta and Culebra dolomites at the WlPP site.<br />

The transmissivity estimates allow an evaluation <strong>of</strong><br />

the ability <strong>of</strong> the Forty-niner to provide water to the<br />

WlPP shafts, as well as providing data for crosssectional<br />

or three-dimensional modeling <strong>of</strong><br />

groundwater flow in the Rustler.<br />

5.2.5.1 H-14. Two sets <strong>of</strong> Forty-niner tests were<br />

performed at H-14, tests <strong>of</strong> the medial<br />

claystone/mudstone/siltstone unit (hereafter referred<br />

to simply as claystone) and tests <strong>of</strong> the upper<br />

anhydrite unit. The claystone tests were to provide<br />

data on the hydraulic head and transmissivity <strong>of</strong> the<br />

most permeable section <strong>of</strong> the Forty-niner. The<br />

anhydrite tests were intended to verify the<br />

assumptions that the Rustler anhydrites are much<br />

less permeable than the claystones, and that they<br />

cannot be tested on the time scale <strong>of</strong> days.<br />

Fortv-niner Clavstone: At H-14, the claystone portion<br />

<strong>of</strong> the Forty-niner lies between 390 and 405 ft deep<br />

(Figure 3-6). The claystone was tested in a DST<br />

straddle interval extending from 381.0 to 409.5 ft<br />

deep. Thus, about 13.5 ft <strong>of</strong> Forty-niner anhydrite<br />

and gypsum were included in the test interval.<br />

Descriptions <strong>of</strong> the test instrumentation and the test<br />

data are contained in Stensrud et al. (<strong>1987</strong>).<br />

The Forty-niner claystone was tested on October 13<br />

and 14, 1986. Testing consisted <strong>of</strong> two flow periods,<br />

two buildup periods, and a rising-head slug test<br />

(Figure 5-95). The FFL lasted about 18 minutes, and<br />

135 -<br />

1<br />

PRESSURE ABOVE TEST INTERVAL<br />

. -....-......- ............................................................................ -.--<br />

120<br />

lB5 t<br />

c<br />

..<br />

90<br />

ffl a<br />

- PEAK AT 67.9 psia<br />

_r 1 I, .F rr<br />

rchn HI 00.2 psia<br />

L<br />

0<br />

75 -<br />

60 -<br />

45<br />

-<br />

30 -<br />

15:<br />

. .<br />

FFL SFL<br />

PUT-IN<br />

SWABBED<br />

... .......................................................................................... -<br />

.................<br />

........<br />

cL _<br />

0<br />

.\<br />

SLUG<br />

Figure 5-95. H-l4/Forty-Niner Claystone Drillstem and Slug Testing Linear-Linear Sequence Plot<br />

119

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!