On the role of shoreline boundary conditions in wave overtopping modelling with non-linear shallow water equations

Coastal Engineering

Volumn 56, Issue 10, 2009, Pages 1061-1067

  Briganti, Riccardo ^a   Dodd, Nicholas ^a  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

Bore driven swash; Shock capturing methods; Shoreline boundary conditions; Wave overtopping

Indexed keywords

ANALYTICAL SOLUTIONS; BORE-DRIVEN SWASH; COASTAL MODELS; DRY CELLS; NON-LINEAR SHALLOW WATER EQUATIONS; NONLINEAR SHALLOW WATER; NUMERICAL RESOLUTION; RIEMANN PROBLEM; SHOCK CAPTURING METHODS; SHORELINE BOUNDARY CONDITIONS; STATE OF THE ART; SWASH OVERTOPPING; WAVE OVERTOPPING; WAVE OVERTOPPINGS; WILLIAMS;

BEACHES; BOUNDARY CONDITIONS; CELL MEMBRANES; COASTAL ENGINEERING; EQUATIONS OF MOTION; SENSITIVITY ANALYSIS; WATER WAVES;

WAVE EQUATIONS;

BOUNDARY CONDITION; COMPUTER SIMULATION; NONLINEARITY; NUMERICAL MODEL; OVERTOPPING; PERFORMANCE ASSESSMENT; SENSITIVITY ANALYSIS; SHALLOW-WATER EQUATION; THRESHOLD; WAVE PROPAGATION; WAVE RUNUP;

EID: 68349133469     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2009.06.011     Document Type: Article

References (13)

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