Abstract
Flaring Shaped Seawall (FSS) can drastically reduce a crest height and wave overtopping volume in comparison with a conventional upright one, and a top area of the FSS can be used effectively. In this study, hydraulic experiments and numerical simulations for the FSS on the mound have been carried out using a twodimensional flume model. As a result, the wave overtopping rate and flow velocity by the numerical simulations are in agreement with those by the experiments. Good agreement between numerical results and experimental ones is found in not impulsive wave pressure. However, it is necessary to investigate an impulsive wave pressure furthermore.
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