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CFD MODELING OF A SOLITARY WAVE OVERTOPPING BREAKWATER OF VARYING SUBMERGENCE

机译:潜航变化的孤波超倒突水的CFD建模

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In this paper, interaction of a nonlinear solitary wave with a submerged breakwater as well as a breakwater with zero freeboard are modeled using Computational Fluid Dynamic (CFD). Simulation results of water particle velocities as well as water surface elevations at the vicinity of breakwater are validated by comparison to experimental data. In order to find out the best turbulence modeling appropriate for wave-breakwater interaction problem, simulations are conducted using standard K-Epsilon, SST-K Omega, and inviscid models available within the CFD software. In cases involving wave breaking, simulations are also repeated using second order SST-K-Omega model. The overall pattern of the wave interaction with breakwater is adequately reproduced by the CFD software. The processes of wave reflection, wave breaking, and vortical motion at the vicinity of breakwater are correctly captured. The good results achieved are promising regarding the use of CFD for design of breakwaters and other marine structures subject to waves.
机译:在本文中,使用计算流体动力学(CFD)对非线性孤立波与水下防波堤以及干舷为零的防波堤之间的相互作用进行建模。通过与实验数据进行比较,验证了防波堤附近水颗粒速度以及水表面高度的模拟结果。为了找到适用于波浪-防波堤相互作用问题的最佳湍流模型,使用标准C-Epsilon,SST-K Omega和CFD软件中提供的无粘性模型进行了模拟。在涉及波浪破碎的情况下,还使用二阶SST-K-Omega模型重复进行仿真。 CFD软件可以充分再现波浪与防波堤相互作用的整体模式。正确捕获了防波堤附近的波浪反射,波浪破碎和涡旋运动的过程。在使用CFD设计防波堤和其他易受波浪影响的海洋结构方面,取得的良好结果令人鼓舞。

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