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Numerical modeling of wave runup and forces on an idealized beachfront house

机译:理想化海滨房屋上波浪传播和力的数值模拟

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In this paper, a numerical wave model based on the incompressible Reynolds-averaged Navier-Stokes (RANS) and к-ε equations is used to estimate the impact of a solitary wave on an idealized beachfront house located at different elevations on a plane beach. The locations of the free surface are reconstructed by volume of fluid (VOF) method. The model is satisfactorily tested against the experimental data of wave runup, and the analytical solution of wave forces on vertical walls. The time histories of wave profiles, forces, and overturning moments on the idealized house are demonstrated and analyzed. The variations of wave forces and overturning moments with the elevation of the idealized beachfront house are also investigated.
机译:在本文中,基于不可压缩的雷诺平均Navier-Stokes(RANS)和к-ε方程的数值波模型用于估计孤立波对位于平面海滩上不同高度的理想化海滨房屋的影响。自由表面的位置通过流体体积(VOF)方法重建。该模型针对波浪运行的实验数据以及垂直壁上的波浪力的解析解进行了令人满意的测试。演示并分​​析了理想房屋上的波浪轮廓,力和倾覆力矩的时间历史。还研究了波浪力和倾覆力矩随理想化海滨房屋高度的变化。

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