Accuracy of kinematic wave and diffusion wave approximations for flood routing. I: Steady analysis

Journal of Hydrologic Engineering

Volumn 13, Issue 11, 2008, Pages 1078-1088

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

^a CNR   (Italy)

^b Texas A and M University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; BOUNDARY VALUE PROBLEMS; DIELECTRIC WAVEGUIDES; DIGITAL SIGNAL PROCESSING; ERRORS; GRAVITATION; KINEMATICS; POLYNOMIAL APPROXIMATION; STEADY FLOW; THEOREM PROVING;

ACCURATE; CHANNEL REGIONS; CHARACTERISTIC METHODS; CRITICAL DEPTHS; CRITICAL FLOWS; DIFFUSION WAVE APPROXIMATIONS; DIFFUSIVE WAVES; DIMENSIONLESS PROFILES; DISCHARGE HYDROGRAPH; DOWNSTREAM BOUNDARIES; DOWNSTREAM ENDS; FLOOD ROUTING; FLOW CONDITIONS; FLOW DEPTHS; GRAVITY FORCES; INERTIAL; KINEMATIC; KINEMATIC WAVES; MAXIMUM ERRORS; MEAN-VALUE; NUMERICAL SCHEMES; STEADY STATES; TEST CASES; TWO TYPES; WAVE SOLUTIONS;

RIVERS;

ACCURACY ASSESSMENT; BOUNDARY CONDITION; CHANNEL FLOW; DISCHARGE; ERROR ANALYSIS; ESTIMATION METHOD; FLOOD ROUTING; FROUDE NUMBER; STEADY FLOW;

EID: 54249154201     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0699(2008)13:11(1078)     Document Type: Article

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