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

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

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

freshwater heads in the unnamed lower member <strong>of</strong><br />

the Rustler at the contact with the Salado Formation<br />

are generally higher than freshwater heads in the<br />

Culebra, except along the western side <strong>of</strong> the WlPP<br />

site and in Nash Draw. Freshwater heads in the<br />

Magenta are also higher than freshwater heads in the<br />

Culebra, although the differences between the two<br />

decrease to the west towards Nash Draw. These<br />

observations indicate that over most <strong>of</strong> the WlPP site<br />

potentials exist for flow upward from the unnamed<br />

lower member to the Culebra, and for flow downward<br />

from the Magenta to the Culebra. These<br />

observations neither support nor contradict the<br />

supposition that precipitation on the surface at the<br />

WlPP site could be recharging the Rustler, and more<br />

particularly, the Culebra.<br />

More recent observations at H-3, H-14, H-16, DOE-2,<br />

and in the WlPP underground facility provide more<br />

detailed insight into potential directions <strong>of</strong> vertical<br />

fluid movement within the Rustler. Measurements<br />

made by the 5-packer tool in H-16 show that the<br />

static formation pressure <strong>of</strong> the unnamed lower<br />

member <strong>of</strong> the Rustler is about 229 psig at a depth <strong>of</strong><br />

808 ft (Section 5.2.1), and the static formation<br />

pressure <strong>of</strong> the Culebra is about 133 psig at a depth<br />

<strong>of</strong> 712 ft (Section 5.2.2.7). These values confirm<br />

Mercer’s (1983) observation that the potential exists<br />

for flow vertically upwards from the unnamed lower<br />

member to the Culebra, regardless <strong>of</strong> any<br />

uncertainty in the relative specific gravities <strong>of</strong> the<br />

Culebra and unnamed member waters.<br />

The highest specific gravity possible for the<br />

unnamed member water is about 1.2, the specific<br />

gravity <strong>of</strong> a brine saturated with respect to sodium<br />

chloride. With this specific gravity, the 964 elevation<br />

difference between the midpoints <strong>of</strong> the Culebra and<br />

the unnamed member siltstone could account for<br />

only about 50 psi <strong>of</strong> the observed 96-psi pressure<br />

difference between these two units at H-16. A lower<br />

value <strong>of</strong> specific gravity would lead to a larger<br />

residual pressure difference. Thus, the hydraulic<br />

gradient between the unnamed member and the<br />

Culebra at H-16 is definitely upwards.<br />

The upward hydraulic gradient from the unnamed<br />

lower member to the Culebra may have a source<br />

below the Rustler in the Salado Formation. Peterson<br />

et al. (<strong>1987</strong>) report formation pressures <strong>of</strong> 1200 to<br />

1500 psig for the Salado near the WlPP facility 21 50 ft<br />

deep. The 1342-ft elevation difference between the<br />

facility and the midpoint <strong>of</strong> the unnamed lower<br />

member could account for a pressure difference<br />

between the two locations <strong>of</strong> about 700 psi,<br />

assuming a brine specific gravity <strong>of</strong> 1.2. Thus, the<br />

residual Salado fluid pressure at the elevation <strong>of</strong> the<br />

midpoint <strong>of</strong> the unnamed member would be 500 to<br />

800 psig, considerably higher than the 229 psig<br />

measured in that member. Based on these data, the<br />

vertical hydraulic gradient between the Salado and<br />

the unnamed lower member <strong>of</strong> the Rustler should be<br />

upward. This discussion assumes, however, that the<br />

distribution <strong>of</strong> hydraulic properties throughout the<br />

Salado allows the pressures measured at the facility<br />

horizon to be transmitted upward (with some loss<br />

within the Salado) to the base <strong>of</strong> the Rustler, an<br />

assumption that has yet to be verified by hydraulichead<br />

measurements at different depths within the<br />

Salado. Nevertheless, a potential for a vertical<br />

hydraulic gradient upward from the Salado to the<br />

unnamed lower member <strong>of</strong> the Rustler clearly exists.<br />

Attempts at measuring the static formation pressure<br />

<strong>of</strong> the Tamarisk Member between the Magenta and<br />

Culebra failed at DOE-2, H-14, and H-16 because <strong>of</strong><br />

low permeabilities and associated long pressurestabilization<br />

times. Tamarisk pressures are<br />

expected, however, to be intermediate between<br />

those <strong>of</strong> the Magenta and Culebra.<br />

Recent measurements <strong>of</strong> static formation pressures<br />

for the Magenta and Culebra at H-14, H-16, and DOE-<br />

2 show similar vertical hydraulic gradients. At H-14,<br />

the pressure at the midpoint <strong>of</strong> the Magenta is 6 to<br />

16 psi higher than the pressure at the midpoint <strong>of</strong> the<br />

Culebra (Sections 5.2.4.1 and 5.2.2.5), while at H-16,<br />

the Magenta pressure is 1 psi higher than the<br />

Culebra pressure (Sections 5.2.4.2 and 5.2.2.7), and<br />

at DOE-2, the Magenta pressure is 3 psi lower than<br />

the Culebra pressure (<strong>Beauheim</strong>, 1986).<br />

Considering the elevation differences <strong>of</strong> 109 to 124 ft<br />

between the Magenta and Culebra at those locations,<br />

vertical hydraulic gradients must be downward from<br />

the Magenta towards the Culebra, regardless <strong>of</strong> the<br />

specific-gravity values used for Magenta and Culebra<br />

waters. Thus, these recent measurements <strong>of</strong> vertical<br />

hydraulic gradients agree with Mercer’s (1983)<br />

135

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

Saved successfully!

Ooh no, something went wrong!