首页> 外文会议>Proceedings of the 9th international conference on hydrodynamics. >Numerical study on flow structure near two impermeable trapezoid submerged breakwaters on slop bottoms
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Numerical study on flow structure near two impermeable trapezoid submerged breakwaters on slop bottoms

机译:斜坡底两个不渗透梯形淹没防波堤附近流动结构的数值研究

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Studying on hydrodynamic characteristics in water waves propagating over two impermeable trapezoid submerged breakwaters is of great significance to research design and construction of this type of submerged breakwaters. The turbulent characteristics are discussed with cnoidal waves in the wave flume with 1:20 smooth slope.The governing equations of the vertical 2D model are the Reynolds-averaged Navier-Stokes equations. The Reynolds stress terms are closed by a nonlinear (anisotropic) k e - turbulence transportation model. Using a VOF method for tracking the free surface and source function wave generating method.Furthermore,the supplementary discussion is made by means of numerical results.
机译:研究两种不透水梯形淹没式防波堤中传播的水波的水动力特性,对于研究这类淹没式防波堤的设计和施工具有重要意义。用斜率为1:20的波浪槽中的正弦波讨论了湍流特性。垂直二维模型的控制方程为雷诺平均Navier-Stokes方程。雷诺应力项由非线性(各向异性)ke湍流传输模型封闭。使用VOF方法跟踪自由表面和源函数波的生成方法。此外,利用数值结果进行了补充讨论。

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