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Wave Height Transformation and Set-up Between A Submerged Permeable Breakwater and A Seawall
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作者 蔡清标 余建弘 +1 位作者 陈鸿彬 陈信佑 《China Ocean Engineering》 SCIE EI 2012年第1期167-176,共10页
In this study, we investigated wave transformation and wave set-up between a submerged permeable breakwater and a seawall. Modified time-dependent mild-slope equations, which involve parameters of the porous medium, w... In this study, we investigated wave transformation and wave set-up between a submerged permeable breakwater and a seawall. Modified time-dependent mild-slope equations, which involve parameters of the porous medium, were used to calculate the wave height transformation and the mean water level change around a submerged breakwater. The numerical solution is verified with experimental data. The simulated results show that modulations of the wave profile and wave set-up are clearly observed between the submerged breakwater and the seawall. In contrast to cases without a seawall, the node or pseudo-node of wave height evolution can be found between the submerged breakwater and the seawall. Higher wave set-up occurs if the nodal or pseudo-nodal point appears near the submerged breakwater. We also examined the influence of the porosity and friction factor of the submerged permeable breakwater on wave transformation and set-up. 展开更多
关键词 wave height transformation water piling-up wave set-up submerged permeable breakwater' seawall time-dependent mild-slope equations
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