A depth-averaged 2D shallow water model for breaking and non-breaking long waves affected by rigid vegetation

Journal of Hydraulic Research

Volumn 50, Issue 6, 2012, Pages 558-575

  Wu, Weiming ^a   Marsooli, Reza ^a  

^a The University of Mississippi   (United States)

Author keywords

Approximate Riemann solver; breaking waves; depth averaged two dimensional model; finite volume method; long waves; rigid vegetation

Indexed keywords

APPROXIMATE RIEMANN SOLVER; BREAKING WAVES; CONVECTION FLUX; DAM-BREAKS; DIFFERENCE SCHEMES; DOWNSTREAM AREAS; EMPIRICAL FORMULAS; EXPERIMENTAL OBSERVATION; FLOOD RISKS; GOVERNING EQUATIONS; INERTIA FORCE; LABORATORY EXPERIMENTS; LONG WAVES; MOMENTUM EQUATION; OPEN CHANNELS; PIECEWISE LINEAR RECONSTRUCTION; RECTANGULAR MESH; SECOND ORDERS; SHALLOW WATER MODEL; SLOPING BEACHES; TWO DIMENSIONAL MODEL; UP-WIND SCHEME; VEGETATION ZONE; WATER SURFACE GRADIENT; WATERBODIES; WAVE HEIGHTS; WAVE OVERTOPPINGS; WAVE RUNUP;

BEACHES; FINITE VOLUME METHOD; FLOODS; PIECEWISE LINEAR TECHNIQUES; PRODUCTION PLATFORMS; REYNOLDS NUMBER; SOLITONS; SURFACE WATERS; TWO DIMENSIONAL; WATER LEVELS; WATER WAVES;

VEGETATION;

ASSESSMENT METHOD; BEACH; FLOW VELOCITY; FLUME EXPERIMENT; FRACTIONATION; FROUDE NUMBER; HYDRODYNAMICS; HYDROLOGICAL MODELING; MOMENTUM; NUMERICAL MODEL; REYNOLDS NUMBER; RISK FACTOR; SLOPE; TWO-DIMENSIONAL MODELING; VEGETATION STRUCTURE; VOLUME; WATER LEVEL; WAVE HEIGHT;

EID: 84870288399     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2012.734534     Document Type: Article

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