TECHNICAL PAPERS
Oct 1, 1985

Water Diversion at Low‐Level Waste Disposal Sites

Publication: Journal of Environmental Engineering
Volume 111, Issue 5

Abstract

Shallow depth to groundwater, surface drainage, and subsurface flow during storm events can cause major environmental problems in low‐level radioactive waste management operations in humid regions. These three problems were encountered at two waste disposal sites on the Oak Ridge Reservation. In September 1983, two similarly designed, engineered drainage projects were initiated at the disposal sites. The SWSA 4 (solid waste storage area four) project was designed to divert surface runoff and shallow subsurface flow originating upslope of the site away from the disposal area. The second project, a passive French drain constructed in SWSA 6, was directed strictly toward suppressing the site water table, thus preventing its intersection with the bottoms of disposal trenches. Postconstruction monitoring for performance evaluation showed that the water table in the SWSA‐6 area is suppressed to a depth >4.9m below the ground surface over 50% of the site, as compared to a depth of only 2.1m for certain parts of the same area observed during seasonally wet months. The SWSA 4 project evaluation indicates that 56% of the winter‐spring 1984 runoff was diverted around SWSA 4 via the drainage system. As a result of the reduced flow in the SWSA 4 tributary to White Oak Creek, a 44% reduction in 90Sr flux from SWSA 4 was calculated.

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References

1.
Arora, H. S., Huff, D. D., Ward, D. S., and Sealand, O. M., “An Assessment of the Effects of a Bentonite Seal on Groundwater Storage in Underlying Waste Disposal Trenches at Oak Ridge National Laboratory,” ORNL/TM‐7416, Mar., 1981.
2.
Carter, M. W., Moghissi, A. A., and Kahn, B., Eds., Management of Low‐Level Radioactive Waste, Vols. 1 and 2, Pergamon Press, New York, N.Y., 1979.
3.
Cerling, T. E., and Spalding, B. P., “Aerial Distribution of 60Co, 137Cs, and 90Sr in Streambed Gravels of the White Oak Creek Watershed Oak Ridge, Tennessee,” ORNL/Tm‐7318, Oak Ridge National Laboratory, Oak Ridge, Tenn., Jan., 1981.
4.
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5.
Davis, E. C., and Stansfield, R. G., “Design and Construction of a French Drain for Groundwater Diversion in a Solid Waste Storage Area at the Oak Ridge National Laboratory, Oak Ridge National Laboratory,” ORNL/TM‐9014, Oak Ridge, Tenn., May, 1984.
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Stueber, A. M., Huff, D. D., Farrow, N. D., Jones, J. R., and Munro, I. L., “An Evaluation of Some 90Sr Sources in the White Oak Creek Drainage Basin,” ORNL/TM‐7290, Oak Ridge National Laboratory, Oak Ridge, Tenn., Jan., 1981.
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Tamura, T., Eyman, L. D., Stueber, A. M., and Ward, D. S., “Progress Report of Disposal Area Studies at Oak Ridge National Laboratory: Period of October 1, 1975, to September 30, 1977,” ORNL‐5514, Oak Ridge National Laboratory, Oak Ridge, Tenn., Jan., 1980.
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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 111Issue 5October 1985
Pages: 714 - 729

History

Published online: Oct 1, 1985
Published in print: Oct 1985

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Authors

Affiliations

Edward C. Davis
Research Staff Member, Environmental Sci. Div., Oak Ridge National Lab., P.O. Box X, Oak Ridge, Tenn. 37831
Robert G. Stansfield
Research Assoc., Environmental Sci. Div., Oak Ridge National Lab., P.O. Box X, Oak Ridge, Tenn. 37831
Lori A. Melroy
Research Assoc., Dept. of Civ. Engrg., Univ. of Tennessee, Knoxville, Tenn. 37916
Dale D. Huff
Group Leader, Hydrology, Environmental Sci. Div., Oak Ridge National Lab., P.O. Box X, Oak Ridge, Tenn. 37831

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