Closure to “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
Froehlich, D. C. (1987). “Embankment-dam breach parameters.” Proc., 1987 National Conf. on Hydraulic Engineering, ASCE, Reston, VA, 570–575.
Froehlich, D. C. (2008). “Embankment dam breach parameters and their uncertainties.” J. Hydraul. Eng., 1708–1721.
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: Jan 12, 2017
Accepted: Jan 31, 2017
Published online: Apr 7, 2017
Published in print: Aug 1, 2017
Discussion open until: Sep 7, 2017
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Consulting Engineer, 303 Frenchmans Bluff Dr., Cary, NC 27513. E-mail: [email protected]
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