首页> 外文会议>ASME international conference on ocean, offshore and arctic engineering >NUMERICAL MODELLING OF BREAKING WAVE INTERACTION WITH A GROUP OF FOUR VERTICAL SLENDER CYLINDERS IN SQUARE ARRANGEMENTS
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NUMERICAL MODELLING OF BREAKING WAVE INTERACTION WITH A GROUP OF FOUR VERTICAL SLENDER CYLINDERS IN SQUARE ARRANGEMENTS

机译:方形布置中的一组四个垂直细长圆柱体的折波相互作用的数值模拟

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The main purpose of the study is to investigate the breaking wave interaction with a group of four circular cylinders. The physical process of wave breaking involves many parameters and an accurate numerical modelling of breaking waves and the interaction with a structure remain a challenge. In the present study, the open-source (Computational Fluid Dynamics) CFD model REEF3D is used to simulate the breaking wave interaction with the multiple cylinders. The numerical model is based on the incompressible Reynolds Averaged Navier-Stokes (RANS) equations, the level set method for the free surface and the k - ω model for turbulence. The model uses a 5th-order conservative finite difference WENO scheme for the convective discretization and a 3rd-order Runge-Kutta scheme for time discretization. The numerical model is validated with experimental data of large-scale experiments for the free surface elevation and the breaking wave force on a single cylinder. A good agreement is seen between the numerical results and experimental data. Two different configurations with four cylinders are examined: in-line square configuration and diamond square configuration. The breaking wave forces on each cylinder in the group are computed for the two cases and the results are compared with the breaking wave force on a single isolated cylinder. Further, the study investigates the water surface elevations and the free surface flow features around the cylinders. In general, the cylinders in both configurations experience the maximum forces lower than the maximum force on a single cylinder. The results of the present study show that the interference effects from the neighbouring cylinders in a group strongly influence the kinematics around and the breaking wave forces on them.
机译:该研究的主要目的是研究与四个圆柱体组成的一组的碎波相互作用。破碎波的物理过程涉及许多参数,并且破碎波的精确数值建模以及与结构的相互作用仍然是一个挑战。在本研究中,开源(计算流体动力学)CFD模型REEF3D用于模拟与多个圆柱体之间的碎波相互作用。数值模型基于不可压缩的雷诺平均Navier-Stokes(RANS)方程,自由表面的水平集方法和湍流的k-ω模型。该模型使用5阶保守有限差分WENO方案进行对流离散化,并使用3阶Runge-Kutta方案进行时间离散化。该数值模型已通过大规模实验的实验数据进行了验证,这些实验是针对单个圆柱体的自由表面标高和破波力进行的。在数值结果和实验数据之间可以看到很好的一致性。检查了具有四个圆柱体的两种不同配置:直排正方形配置和菱形正方形配置。针对这两种情况,计算了该组中每个圆柱体上的破碎波力,并将结果与​​单个隔离圆柱体上的破碎波力进行了比较。此外,研究还研究了水面高度和圆柱体周围的自由表面流动特征。通常,两种配置中的气缸承受的最大力都小于单个气缸上的最大力。本研究的结果表明,一组中相邻圆柱的干扰影响强烈地影响了周围的运动学及其上的破碎波力。

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