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A sigma coordinate 3D k-ε model for turbulent free surface flow over a submerged structure

机译:淹没结构上的自由表面湍流的sigma坐标3Dk-ε模型

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A fully three-dimensional unsteady flow model is developed to simulate free surface flow over a submerged structure. A new sigma coordinate is used to map the physical domain containing the wavy free surface and uneven bottom to a rectangular prism, and to keep the size of the submerged block unchanged in the sigma coordinate system. The numerical difficulty encountered in the conventional sigma coordinate system in which the block changes dynamically due to the time varying free surface is thus eliminated. A split operator scheme is used in the numerical solution so that different numerical schemes can be purposely chosen to deal with the distinctive mathematical and physical characteristics of the phenomena at different steps. k-ε model is used in the parameterization of turbulence due to its efficiency and reasonable performance. The model is applied to simulate the propagation of a solitary wave with good results. It is subsequently used to simulate a free surface flow against a submerged cube with one face perpendicular (or 45° inclined) to the flow. The numerical results compare favorably with the experimental measurements. In particular, no excessive turbulent kinetic energy is accumulated at the impingement regions.
机译:建立了一个完整的三维非定常流动模型,以模拟淹没结构上的自由表面流动。使用新的sigma坐标将包含波浪形自由表面和不平坦底部的物理区域映射到直角棱镜,并在sigma坐标系中保持淹没块的大小不变。因此消除了在传统的sigma坐标系中遇到的数值困难,在传统的sigma坐标系中,块由于随时间变化的自由表面而动态变化。在数值解决方案中使用了分裂算子方案,因此可以有目的地选择不同的数值方案,以应对不同步骤中现象的独特数学和物理特征。 k-ε模型由于其高效和合理的性能而被用于湍流的参数化。该模型用于模拟孤立波的传播,效果良好。随后将其用于模拟一个垂直于(垂直于或倾斜45°)面的,浸没在水下立方体上的自由表面流。数值结果与实验测量结果相吻合。特别地,在冲击区域上没有积累过多的湍动能。

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