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A numerical model based on the mild-slope equation of water wave propagation over complicated bathymetry,taking into account the combined effects of refraction,diffraction and dissipation due to wavebreaking is presented.Wave breaking is simulated by modifying the wave height probability density func-tion and the wave energy dissipation mechanism is parameterized according to that of the hydraulic jumpformulation.Solutions of the wave height,phase function,and the wave direction at every grid point areobtained by finite difference approximation of the governing equations,using Gauss-Seidel Iterative Method(GSIM)row by row.Its computational convenience allows it to be applied to large coast regions tostudy the wave transformation problem.Several case studies have been made and the results compare verywell with the experiment data and other model solutions.The capability and utility of the model forreal coast areas are illustrated by application to a shallow bay of northeast Australia.
A numerical model based on the mild-slope equation of water wave propagation over complicated bathymetry, taking into account the combined effects of refraction, diffraction and dissipation due to wavebreaking is presented. Wave breaking is simulated by modifying the wave height probability density func tion and the wave energy dissipation mechanism is parameterized according to that of the hydraulic jumpformulation. solutions of the wave height, phase function, and the wave direction at every grid point areobtained by finite difference approximation of the governing equations, using Gauss-Seidel Iterative Method ( GSIM) row by row.Its computational convenience allows it to be applied to large coast regions tostudy the wave transformation problem. Case study cases have been made and the results compare verywell with the experiment data and other model solutions. Capability and utility of the model forreal coast areas are illustrated by application to a shallow bay of northeast Australia.