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

机译:淹没式渗透防波堤与海堤之间的波高变换与设置

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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.
机译:在这项研究中,我们研究了水下渗透性防波堤与海堤之间的波浪变换和波浪形成。修改后的随时间变化的缓坡方程涉及多孔介质的参数,用于计算波高变化和淹没防波堤周围的平均水位变化。数值解经实验数据验证。模拟结果表明,在水下防波堤和海堤之间可以清楚地观察到波浪形和波浪形的调制。与没有防波堤的情况相比,在水下防波堤和防波堤之间可以找到波高演化的节点或伪节点。如果节点或拟节点出现在淹没的防波堤附近,则会产生更高的波浪形。我们还研究了水下渗透性防波堤的孔隙率和摩擦系数对波浪变形和构造的影响。

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