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Numerical analysis of wave transformation over low-crested impermeable breakwater

机译:低顶不透水防波堤波浪变形的数值分析

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In this paper, a VOF-type model based on 2D Reynolds-Average-Navier-Stokes equations was applied to investigate irregular waves transformation over low-crested impermeable breakwater. The model considers wave reflection, transmission, breaking, and turbulence generation. Three different water depths were tested in order to examine the influence of the breakwater freeboard. The predicted surface elevations are compared with laboratory data set collected during DELOS project. Generated waves through an internal wavemaker are in a good agreement with measurements at the incident side. The measured surface elevation at the transmission side is reproduced well for submerged breakwater, but underestimated slightly by the numerical model for both zero freeboard case and emerged case. This numerical model reproduces the transformation of wave spectrum over the breakwater well. The predicted wave skewness and asymmetry at the transmission side are in a good agreement with measurements and empirical equations. The transformations of wave skewness and asymmetry over low-crested impermeable breakwater are also investigated.
机译:本文基于二维雷诺-平均-Navier-Stokes方程的VOF型模型用于研究低顶不可渗透防波堤上的不规则波转换。该模型考虑了波浪反射,透射,破裂和湍流的产生。为了检验防波堤干舷的影响,对三种不同的水深进行了测试。将预测的表面高程与DELOS项目期间收集的实验室数据集进行比较。通过内部造波器产生的波与入射侧的测量值非常吻合。对于淹没式防波堤,在传输侧测得的表面高程可以很好地再现,但是对于零干舷情况和涌现情况,数值模型都将其低估了一点。该数值模型再现了防波堤上波谱的变换。传输侧的预测波偏度和不对称度与测量和经验方程式非常吻合。还研究了低顶不可渗透防波堤上的波偏度和不对称性的变化。

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