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Numerical simulation of solitary wave induced flow motion around a permeable submerged breakwater

机译:孤波引起的可渗透水下防波堤周围水流运动的数值模拟

摘要

This paper presents a numerical model for the simulation of solitary wave transformation around a permeable submerged breakwater. The wave-structure interaction is obtained by solving the Volume-Averaged Reynolds-Averaged Navier-Stokes governing equations (VARANS) and volume of fluid (VOF) theory. This model is applied to understand the effects of porosity, equivalent mean diameter of porous media, structure height, and structure width on the propagation of a solitary wave in the vicinity of a permeable submerged structure. The results show that solitary wave propagation around a permeable breakwater is essentially different from that around impermeable one. It is also found that the structure porosity has more impact than equivalent mean diameter on the wave transformation and flow structure. After interacting with the higher structure, the wave has smaller wave height behind the structure with a lower travelling speed. When the wave propagates over the breakwater with longer width, the wave travelling speed is obviously reduced with more wave energy dissipated inside porous structure.
机译:本文提出了一个数值模型,用于模拟渗透性水下防波堤周围的孤立波转换。通过求解体积平均雷诺兹平均Navier-Stokes控制方程(VARANS)和流体体积(VOF)理论获得波结构相互作用。该模型用于了解孔隙度,等效多孔介质平均直径,结构高度和结构宽度对可渗透性水下结构附近孤波传播的影响。结果表明,一个可渗透的防波堤周围的孤波传播与不可渗透的防波堤周围的孤波传播本质上是不同的。还发现,结构孔隙度比等效平均直径对波浪转换和流动结构的影响更大。与较高的结构相互作用后,该波在结构后面的波高较小,传播速度较低。当波在宽度较长的防波堤上传播时,随着更多的波能消散在多孔结构内部,波的传播速度明显降低。

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