Discussion of “Predicting Peak Discharge from Gradually Breached Embankment Dam” by David C. Froehlich
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Hydrologic Engineering
Volume 22, Issue 8
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References
Casagli, N., Ermini, L., and Rosati, G. (2003). “Determining grain size distribution of the material composing landslide dams in the Northern Apennines: Sampling and processing methods.” Eng. Geol., 69(1-2), 83–97.
Costa, J. E., and Schuster, R. L. (1988). “The formation and failure of natural dams.” Geol. Soc. Amer. Bull., 100(7), 1054–1068.
Froehlich, D. C. (2008). “Embankment dam breach parameters and their uncertainties.” J. Hydraul. Eng., 1708–1721.
O’Connor, J. E., and Beebee, R. A. (2009). “Floods from natural rock-material dams.” Megaflooding on Earth and Mars, D. M. Burr, P. A. Carling, and V. R. Baker, eds., Cambridge University Press, Cambridge, U.K., 128–171.
O’Connor, J. E., Clague, J. J., Walder, J. S., Manville, V., and Beebee, R. A. (2013). “Outburst floods.” Treatise on geomorphology, E. E. Wohl, ed., Academic Press, San Diego, 475–510.
Walder, J. S., and O’Connor, J. E. (1997). “Methods for predicting peak discharge of floods caused by failure of natural and constructed earthen dams.” Water Resour. Res., 33(10), 2337–2348.
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Journal of Hydrologic Engineering
Volume 22 • Issue 8 • August 2017
Copyright
©2017 American Society of Civil Engineers.
History
Received: Nov 15, 2016
Accepted: Dec 9, 2016
Published online: Apr 7, 2017
Published in print: Aug 1, 2017
Discussion open until: Sep 7, 2017
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Authors
Affiliations
Hydrologist, U.S. Geological Survey, Cascades Volcano Observatory, 1300 Southeast Cardinal Court, Bldg. 10, Vancouver, WA 98683 (corresponding author). E-mail: [email protected]
Jim E. O’Connor
Geologist, U.S. Geological Survey, 2130 Southeast 5th Ave., Portland, OR 97201.
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