为存在洋流的倒 T 型多孔屏障建模的迭代边界元法

Santanu Kumar Dash, Santanu Koley
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摘要

本研究探讨了位于均匀海床上的倒 T 型轻质穿面波障对海浪和海流的散射。为处理边界值问题(BVP),采用了迭代边界元法(BEM)。为了分析采用薄波屏障的效果,研究了在洋流存在的情况下,屏障的孔隙率、相对浸没深度和宽度对流体动力特性(如波力、反射、耗散和传输)的影响。模拟结果表明,洋流导致的频率多普勒频移效应极大地影响了上述水动力特性的表现。此外,这些模拟结果还表明,与笨重的水下结构相比,使用轻质挡浪板能更好地消散波浪能量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

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Iterative boundary element method for modeling an inverted T-type porous barrier in presence of ocean currents

The present study investigates the scattering of ocean wave and currents by an inverted T-type lightweight surface-piercing wave barrier that is situated over a uniform sea bed. To handle the boundary value problem (BVP), an iterative boundary element method (BEM) has been used. To analyze the efficacy of employing thin wave barriers, the impact of porosity, relative submergence depth and width of the barrier on the hydrodynamic properties (like wave force, reflection, dissipation, and transmission) are investigated in the presence of ocean currents. The simulated outcomes demonstrate that the Doppler Shift effect of the frequency due to the presence of ocean currents significantly influences the behaviour of the aforementioned hydrodynamic properties. Moreover, these simulated results also demonstrate that the use of lightweight wave barriers provides a better wave energy dissipation compared to the bulky submerged structures.

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