Peak outflow from breached embankment dam

Journal of Water Resources Planning and Management

Volumn 122, Issue 4, 1996, Pages 316-317

  Webbr, M Grant ^a  

^a Des Engr ^*  (New Zealand)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001727447     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9496(1996)122:4(316)     Document Type: Article

References (3)

1. Fread, D. L. (1987). “BREACH: An erosion model for earthen dam fail-ures.” U.S. National Weather Service, NOAA, Silver Spring, Md.
2. Molinaro, P., and Maione, D. (1991). “The experience developed by ENEL in dam-break wave computation and flood risk analysis.” Colloque Int. pour la Simulation des Ondes de Submersion, Hydro-Québec, Montréal, Canada.
3. Molinaro, P., and Casale, C. (1991). “Comparison between two different formulas to estimate the peak outflow following the breaching of an earth dam.” Rep. No. 4287, ENEL Direzione Studi e Richerche, Centro di Recerca Idraulica e Strutturale, Italy.