Evaluation of Seepage from an Embankment Dam Retaining Fly Ash
Publication: Journal of Performance of Constructed Facilities
Volume 23, Issue 6
Abstract
Observations, data, and analyses used to investigate the cause of fly ash-laden seepage from the right abutment of an earthen dam are presented herein. The investigation shows that the sediment-laden seepage occurred through permeable/jointed bedrock in the right abutment that was exposed by a landslide prior to construction of the dam. When the level of the impounded fly ash reached the level of the prior landslide, the fly ash-laden seepage migrated through the jointed bedrock of the abutment and exited on the downstream right abutment. The joint bedrock was exposed to the fly ash reservoir because the landslide removed the clayey colluvium and/or residual soil overlying the jointed bedrock that formed a natural impervious barrier to seepage. This sediment-laden seepage initially was a great concern because of the potential for erosion and piping in earth dams. However, the rapid investigation into and subsequent monitoring of the seepage revealed that accumulation of fly ash and other coarser particles created a filter cake that reduced the seepage and eventually sealed the joints and fractures in the sandstone abutment. No fly ash-laden seepage has been observed on the downstream abutment since April 2004 after first appearing on February 16, 2004. This filter cake development and self-healing process averted additional seepage and illustrates the beneficial effects of fly ash-laden seepage in controlling reservoir leakage.
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Acknowledgments
The contents and views in this paper are those of the individual writers and do not necessarily reflect those of any of the represented corporations, agencies, organizations, or contributors. The third writer acknowledges the support provided by the University of Illinois scholar award. This support is gratefully acknowledged.
References
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Leonards, G. A., Hunag, A. B., and Ramos, J. (1991). “Piping and erosion tests at Conner Run Dam.” J. Geotech. Engrg., 117(1), 108–117.
Sherard, J. L., and Dunnigan, L. P. (1989). “Critical filters for impervious soils.” J. Geotech. Engrg., 115(7), 927–947.
Sherard, J. L., Woodward, R. J., Gizienski, W. F., and Clevenger, W. A. (1963). Earth and earth-rock dams, Wiley, New York.
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© 2009 ASCE.
History
Received: Aug 17, 2006
Accepted: May 8, 2009
Published online: Nov 13, 2009
Published in print: Dec 2009
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