Accuracy of kinematic wave approximation for flood routing. II. Unsteady analysis

Journal of Hydrologic Engineering

Volumn 13, Issue 11, 2008, Pages 1089-1096

  Moramarco, Tommaso ^a   Pandolfo, Claudia ^a   Singh, Vijay P ^b  

^a CNR   (Italy)

^b Texas A M University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENCHMARKING; DIGITAL SIGNAL PROCESSING; ERRORS; FLUID DYNAMICS; KETONES; KINEMATICS; POLYNOMIAL APPROXIMATION; RIVERS; WATER LEVELS;

ACCURACY MEASURES; CENTRAL ITALY; DOWNSTREAM CHANNELS; DOWNSTREAM ENDS; EXPERIMENTAL TESTS; FLOOD EVENTS; FLOOD ROUTING; FLOW CONDITIONS; FLOW DEPTHS; HYDROGRAPHS; KINEMATIC WAVE APPROXIMATIONS; KINEMATIC WAVES; MAXIMUM FLOWS; PEAK DISCHARGES; REAL CASES; ROUTING; SINGLE RULES; STEADY WAVES; TIME TO PEAKS; UNSTEADY ANALYSES; WAVE PERIODS; WAVE SOLUTIONS;

DISCHARGE (FLUID MECHANICS);

CHANNEL FLOW; DISCHARGE; FLOOD ROUTING; FROUDE NUMBER; HYDROGRAPH; PEAK DISCHARGE; PERFORMANCE ASSESSMENT; TESTING METHOD; UNSTEADY FLOW; WATER LEVEL;

EID: 54249130699     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0699(2008)13:11(1089)     Document Type: Article

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