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Modelling wide perforated breakwater with horizontal slits using Hybrid-BEM method

机译:用杂交横缝法建模宽穿孔防波堤

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摘要

A hybrid boundary element method has been developed to efficiently solve the hydrodynamic response of a wide perforated breakwater with arbitrary hull geometry and multiple horizontal slits. The fluid subdomains inside the slits were considered as rectangular and analytical eigenfunctions of the slit area were applied to derive the boundary condition at the interface. The involvement of analytical solutions in the numerical boundary element method (BEM) is the novelty of the present approach. The 2D numerical solution was verified with analytical solution of perforated rectangular breakwater to show the validity of the proposed hybrid BEM. Parametric studies have been performed to study the effect of porosity, position and layout of the slits. It has been found that the slits generally reduce the diffracted and radiation potentials, and would be most effective when placed near the free surface. The approach was also extended to 3D channel flow and the results were calibrated against an experimental study performed in the wave flume.
机译:已经开发了一种混合边界元件方法以有效地解决具有任意船体几何形状和多个水平狭缝的宽穿孔防波堤的流体动力响应。狭缝内的流体子域被认为是矩形的,并且施加狭缝区域的分析特征函数以导出界面处的边界条件。分析解决方案在数值边界元法(BEM)中的参与是本方法的新颖性。用穿孔矩形防波堤的分析溶液验证了2D数值溶液,以显示提出的杂交BEM的有效性。已经进行了参数研究以研究狭缝的孔隙,位置和布局的影响。已经发现,狭缝通常会减少衍射和辐射电位,并且在放置在自由表面附近时是最有效的。该方法还扩展到3D通道流,并将结果校准在波的水槽中进行的实验研究。

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