논문 상세보기
Journal of Korean Port Research
(한국항만학회지)
제13권 제1호 (1999.06)
pp.147-154
pp.147-154
한국항해항만학회
(Korean Institute of Navigation and Port Research)
초록
A Numerical model is developed in order to predict cross-shore beach profile change. In this model it is assumed that sediment transport is generated by waves(bed load transport suspended load transport) and undertow which is defined as offshore directional steady flow in the surf zone. In addition wave tank experiments which reproduce storm-surge were performed. By comparing resulting profile of calculation with experiments, the applicability of this method is verified.
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