Abstract

An instrumented test section was constructed and monitored for 14 years to characterize the hydrology of rock-armored earthen final covers used for uranium mill tailings disposal facilities in semiarid and arid environments. The test section included two different test areas constructed with the same earthen materials and methods employed at an adjacent disposal facility. Both test areas contained a large (10×20  m) instrumented drainage lysimeter to monitor the water balance at near-field scale. Herbicide was applied to the surface of both test areas to preclude vegetation for the first 7 years, simulating conventional practices used by the DOE. After 7 years, herbicide application ceased on one test area (“naturalized” test area), and vegetation was allowed to establish. Treatment of the other (“conventional”) test area continued as before. Percolation rates increased in both test areas during the initial 7 years while herbicide was being applied. Percolation rates ranging from 10 to 47  mm/year were measured in wetter years, which is considerably higher than anticipated (3  mm/year). Increases in saturated hydraulic conductivity of the protection layer and the radon (Rn) barrier contributed to the higher percolation rates. Ceasing herbicide application in the naturalized test area had a profound effect on the hydrology. As vegetation established, evapotranspiration increased, volumetric water contents in the protection layer and Rn barrier decreased, and the percolation rate decreased significantly. In contrast, the conventional test area continued to perform as before, with elevated volumetric water contents and higher percolation rates in wet years.

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Data Availability Statement

All data that support the findings of this study are available from the corresponding author on request.

Acknowledgments

This work was supported by the US DOE through the Office of Legacy Management (LM) and the Office of Environmental Management (EM). Support from LM was provided through the Applied Studies and Technology Program. Support from EM was provided through the Consortium for Risk Evaluation with Stakeholder Participation through Cooperative Agreement DE-FC01-06EW07053.

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Journal of Geotechnical and Geoenvironmental Engineering
Volume 150Issue 1January 2024

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Received: Jun 18, 2022
Accepted: Jul 26, 2023
Published online: Oct 27, 2023
Published in print: Jan 1, 2024
Discussion open until: Mar 27, 2024

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Wisconsin Distinguished Professor Emeritus, Geological Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706 (corresponding author). ORCID: https://orcid.org/0000-0001-8871-382X. Email: [email protected]
William H. Albright [email protected]
Emeritus Research Professor, Division of Hydological Sciences, Desert Research Institute, Reno, NV 89512. Email: [email protected]
W. Joseph Waugh [email protected]
Lead Scientist, RSI EnTech LLC, 2597 Legacy Way, Grand Junction, CO 81503. Email: [email protected]
Preecha Apiwantragoon [email protected]
Associate Professor and Colonel, Dept. of Civil Engineering, Chulachomklao Royal Military Academy, Nakhon Nayok 26001, Thailand. Email: [email protected]
Aaron D. Tigar [email protected]
Scientist, RSI EnTech LLC, 2597 Legacy Way, Grand Junction, CO 81503. Email: [email protected]
David L. Holbrook [email protected]
Scientist, RSI EnTech LLC, 2597 Legacy Way, Grand Junction, CO 81503. Email: [email protected]

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