Predicting Peak Discharge from Gradually Breached Embankment Dam

AbstractTwo nonlinear mathematical models are presented to predict peak discharge from a breached embankment dam based on evaluation of measured outflows from 41 dam failures. Reported outflow rates from these failures have been examined carefully for accuracy and are believed to be reliable. The fi...

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Veröffentlicht in:	Journal of hydrologic engineering 2016-11, Vol.21 (11)
1. Verfasser:	Froehlich, David C
Format:	Artikel
Sprache:	eng
Schlagworte:	Discharge Embankment dams Embankments Failure Mathematical models Nonlinearity Outflow Production methods Technical Papers
Online-Zugang:	Volltext
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