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Numerical Simulations of Wave and Flow Variations between Submerged Breakwaters and Slope Seawall

机译:淹没式防波堤与斜坡海堤之间波流变化的数值模拟

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In this study, we report the numerical simulations of wave height,water level and flow variations between dual permeable submergedbreakwaters and the slope seawall. The RANS equations associatedwith RNG turbulent model was applied for the numerical simulationswith CFD. The volume of fluid method was employed to track the freesurface. Dual offshore detached submerged breakwaters with a gap areconfigured in this study. The simulated results showed that the set-upof water level occurred behind submerged breakwaters, which inducesobvious circulations of depth-averaged mean flow between submergedbreakwaters and seawall. On the other hand, due to the wave reflectionfrom the effect of seawall, the spatial periodic variations of waveheight and mean water level behind the submerged breakwater wasfound on the on-offshore direction. The influence of the submergedbreakwaters on the wave run-up height on the seawall was alsoreported in this study.
机译:在这项研究中,我们报告了波高的数值模拟, 双渗透潜水器之间的水位和流量变化 防波堤和斜坡海堤。关联的RANS方程 RNG湍流模型的数值模拟 与差价合约。流体体积法被用来追踪自由 表面。有间隙的两个离岸分离式水下防波堤是 在这项研究中配置。仿真结果表明该设置 水位发生在淹没的防波堤后, 淹没之间深度平均流的明显环流 防波堤和海堤。另一方面,由于波反射 从海堤的影响看,波浪的空间周期性变化 淹没的防波堤后面的高度和平均水位为 在离岸方向上找到。淹没的影响 海堤波浪上升高度上的防波堤也是 在这项研究中报道。

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