Technical Notes
Apr 28, 2016

Localizing and Quantifying Leakage through CFRDs

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 9

Abstract

Large leakage occurred in several concrete-face rockfill dams (CFRDs) around the world recently, resulting in economic losses and safety problems. To rehabilitate these dams, it is necessary to identify leakage locations on the concrete face slabs and understand the severity of leakage at each location. This technical note presents a method for localizing and quantifying leakage through CFRDs. Analysis models are developed to estimate the leakage rate from horizontal and vertical leakage sources. The relationship between water level and leakage is described for these two leakage sources. Based on a monitored water level-leakage relation, the elevations of leakage are determined, and the leakage rate at each elevation is estimated using these models. A case study on the Buxi CFRD is presented to illustrate the method. The calculated water level-leakage relation is in good agreement with the measured one before rehabilitation, and the leakage has decreased over 80% after rehabilitation.

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Acknowledgments

This research was substantially supported by the Key Technology Research and Development Program of China during the 12th Five-Year Plan Period (No. 2013BAB06B02 and No. 2014BAB03B04) and the Major State Basic Research Development Program of China (973 Program) (No. 2013CB036404 and No. 2013CB035903).

References

Casinader, R., and Rome, G. (1988). “Estimation of leakage through upstream concrete facings of rockfill dams.” Proc., 16th Congress on Large Dams, Q.61, R.17, International Commission on Large Dams (ICOLD), San Francisco, 283–309.
Chen, Q., and Zhang, L. M. (2006). “Three-dimensional analysis of water infiltration into the Gouhou rockfill dam using saturated-unsaturated seepage theories.” Can. Geotech. J., 43(5), 449–461.
ICOLD (International Commission on Large Dams). (2011). Concrete face rockfill dams—Concepts for design and construction, Paris.
Pinto, N. L. D. S. (2007). “Very high CFRD dams—Behavior and design features.” Proc., 3rd Symp. on Concrete Face Rockfill Dams, Brazilian Committee on Dams, Rio de Janeiro, Brazil, 3–16.
Sherard, J. L., and Cooke, J. B. (1987). “Concrete-face rockfill dam: I. Assessment.” J. Geotech. Eng., 1096–1112.
Won, M. S., and Kim, Y. S. (2008). “A case study on the post-construction deformation of concrete face rockfill dams.” Can. Geotech. J., 45(6), 845–852.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142Issue 9September 2016

History

Received: Aug 9, 2015
Accepted: Jan 21, 2016
Published online: Apr 28, 2016
Published in print: Sep 1, 2016
Discussion open until: Sep 28, 2016

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Authors

Affiliations

J. S. Jia
Professor, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing, China; Honorary President, International Commission on Large Dams (ICOLD), Paris, France.
Senior Engineer, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing, China (corresponding author). E-mail: [email protected]
J. T. Hao
Professor, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing, China.
L. M. Zhang, F.ASCE
Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China.

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