A Numerical Model of Beach Profile Change Due to Random Wavesby Shinji Sato, Yokohama Natl Univ, Yokohama, Japan,
Norihiko Mitsunobu, Yokohama Natl Univ, Yokohama, Japan,
Abstract: A numerical model was developed for random wave deformation and the resultant beach profile change. The model consisted of short-wave model based on parabolic equation, long-wave model based on depth-integrated long wave equation and sand transport model utilizing various sediment transport rate formulas. The applicability of the model was confirmed with experimental data obtained by Mimura et al. (1986).
Subject Headings: Random waves | Numerical models | Hydrologic models | Mathematical models | Long waves | Sediment transport | Water waves | Sand waves
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