Wave Height Transformation and Set-up Between A Submerged Permeable Breakwater and A Seawall

被引:0
|
作者
蔡清标 [1 ]
余建弘 [1 ]
陈鸿彬 [2 ]
陈信佑 [1 ]
机构
[1] Department of Civil Engineering, National Chung Hsing University
[2] Department of Sports, Health, and Leisure, Chihlee Institute of Technology
关键词
wave height transformation; water piling-up; wave set-up; submerged permeable breakwater; seawall; time-dependent mild-slope equations;
D O I
暂无
中图分类号
U656.2 [外堤];
学科分类号
0814 ; 081505 ; 082401 ;
摘要
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.
引用
收藏
页码:167 / 176
页数:10
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