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3D numerical simulation of wave transmission for low-crested and submerged breakwaters

机译:低盖和淹没式防波堤波传播的3D数值模拟

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Low-crested and submerged breakwaters, serving as one of the coastal defensive structures, are usually used to dissipate wave energy and help reduce wave impacts on coastal infrastructures and communities especially during extreme weather events, such as hurricanes or tsunamis. Many recent post disaster surveys indicated that breakwaters did not perform as designed during some extreme weather events. The performance of the breakwaters subjected to strong waves is still not clear especially when the breakwaters turn into the submerged condition. Meanwhile, many researches on the breakwaters are usually carried out in a two-dimensional wave flume either experimentally or numerically. However, the incident wave could impact the breakwaters from any directions instead of only from the head-on direction, which should be a three-dimensional physical process of wave and breakwater interactions. Therefore, it is essential to conduct a three-dimensional numerical study to investigate the breakwater performance in reducing the transmitted wave energy behind it and compare the results with those from a two-dimensional study. This study is to investigate the effect of three-dimensional interactions of obliquely incident waves and breakwaters on wave potential energy reduction based on the proposed energy transmission coefficient. Computational fluid dynamics (CFD) simulations are carried out in OpenFOAM to simulate the interactions between the wave and breakwater using a three-dimensional Reynolds averaged Navier-Stokes (BANS) model together with the k-omega SST turbulence model. Two validation studies are performed to validate the applicability of the proposed numerical model in two-dimensional and three-dimensional numerical simulations. Sensitivity analyses are performed to investigate the effect of different parameters associated with breakwater geometries and incident wave properties on a two-dimensional submerged breakwater performance in reducing the transmitted wave height. The effects of incident wave angle on the transmitted wave energy reduction for a three-dimensional submerged and surface breakwater are then investigated and compared with the two-dimensional simulation results. The numerical studies indicate that a three-dimensional simulation is more appropriate to describe a breakwater behavior in the real-world scenario.
机译:低层防波堤和淹没式防波堤是沿海防御结构之一,通常用于消散波浪能,并有助于减少波浪对沿海基础设施和社区的影响,特别是在飓风或海啸等极端天气事件期间。最近的许多灾后调查表明,在某些极端天气事件中,防波堤的性能未达到设计要求。特别是当防波堤变成水下状态时,防波堤的性能仍然不清楚。同时,许多关于防波堤的研究通常是在二维波浪槽中以实验或数值方式进行的。但是,入射波可以从任何方向而不是仅从正向冲击防波堤,这应该是波浪和防波堤相互作用的三维物理过程。因此,必须进行三维数值研究,以研究防波堤在减少其背后的透射波能量方面的性能,并将其结果与二维研究的结果进行比较。这项研究基于提出的能量传输系数,研究了倾斜入射波和防波堤的三维相互作用对波势能降低的影响。使用三维雷诺平均Navier-Stokes(BANS)模型和k-omega SST湍流模型,在OpenFOAM中进行了计算流体动力学(CFD)模拟,以模拟波浪和防波堤之间的相互作用。进行了两个验证研究,以验证所提出的数值模型在二维和三维数值模拟中的适用性。进行敏感性分析以研究与防波堤几何形状和入射波特性相关的不同参数对二维水下防波堤性能的影响,以降低透射波高度。然后研究了入射波角度对三维水下和表面防波堤的透射波能量减少的影响,并将其与二维模拟结果进行了比较。数值研究表明,三维模拟更适合描述实际场景中的防波堤行为。

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