Watershed modeling and flood routing for safety assessment of an existing dam

Journal of Water Resources Planning and Management

Volumn 122, Issue 5, 1996, Pages 334-341

  Lee, C F ^a,b  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

^b ONTARIO HYDRO TECHNOLOGIES   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

ACCIDENT PREVENTION; COMPUTER SIMULATION; FLOODS; HYDRAULICS; HYDROELECTRIC POWER PLANTS; HYDROLOGY; LAKES; STANDARDS; WATERSHEDS; WIND EFFECTS;

FLOOD ROUTING; SAFETY ASSESSMENT; WATERSHED MODELING;

DAMS;

GENERATING STATION;

CANADA;

EID: 0030224016     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9496(1996)122:5(334)     Document Type: Article

References (14)

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3. Fread, D. L. (1984). "DAMBRK-the NWS dam-break flood forecasting model." Rep., Ofc. of Hydrol., Nat. Weather Service, Silver Spring, Md.
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13. Saulesleja, A. (1986). "A hindcast of extreme water levels for the outlet from Lake Ontario." Rep., Atmospheric Environment Service, Environment Canada, Toronto, Canada.
14. U.S. Committee-International Commission on Large Dams. (1970). "Criteria and practices utilized in determining the required capacity of spillways." Rep., Washington, D.C.