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Numerical Comparative Study on Violent Wave Interactions with a Curved Seawall

机译:暴浪与弧形海堤相互作用的数值比较研究

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摘要

The seawall is a classic structure for coastal protection. The ability to predict the wave loading and runup on the seawall plays a critical role in the design of the seawall, particularly in a high sea state and/or during a storm condition involving wave breaking and violent wave impact. This paper contributes to the numerical comparative study organized by the International Hydrodynamics Committee at the 32nd International Ocean and Polar Engineering Conference (ISOPE 2022), in which the wave load on a curved seawall with different scales was considered. The computational fluid dynamic software STAR-CCM+ was used to predict the wave elevations and wave-induced pressure on the seawall, as well as to quantify the turbulence effects through comparing the results from a laminar flow simulation and the corresponding large eddy simulation. It can be concluded that the results of the present study can reasonably capture the feature of the wave impact observed in the experimental data. More important, the results confirm that the turbulence effect is insignificant during the impact for both small-scale and full-scale modeling.
机译:海堤是海岸保护的经典结构。预测海堤上的波浪载荷和上升能力在海堤的设计中起着至关重要的作用,特别是在高海况和/或涉及破浪和猛烈冲击的风暴条件下。本文为国际流体动力学委员会在第32届国际海洋与极地工程会议(ISOPE 2022)上组织的数值比较研究做出了贡献,该研究考虑了不同尺度的弯曲海堤上的波浪载荷。采用计算流体动力学软件STAR-CCM+对海堤的波浪高程和波浪引起的压力进行预测,并通过对比层流模拟结果和相应的大涡模拟结果来量化湍流效应。由此可以得出结论,本研究结果能够合理地捕捉到实验数据中观察到的波浪冲击的特征。更重要的是,结果证实,在小尺度和全尺度建模中,湍流效应在冲击过程中都是微不足道的。

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