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Solution to the Shallow Water Equation with Diffusion Motion

机译:具有扩散运动的浅水方程的解

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The diffusion motion is one of the important items in the shallow water equations, and it is a crucial factor for the stability to simulate the shallow water flow in numerical model. In this paper, a 2D model for the simulation of shallow water flow by convection and diffusion over variable bottom is presented, which is based on a finite volume method over triangular unstructured grids. The format of Reo's approximate Riemann is adopted to solve the flux terms. And the bed slope source term is treated by split in the form of the flux eigenvector. For the diffusion terms, the divergence theorem is employed to obtain the derivatives of a scalar variable on each triangular cell. Then, the flow around a pillar is simulated, which flow pattern is similar with the actual flow. Lastly, the tidal flow around an artificial island in the HZM Bridge is simulated by the mode successful. So it is present the model could be applied to simulate the complicated current structure in the water area around hydraulic construction.
机译:扩散运动是浅水方程的重要项之一,是数值模型模拟浅水流动稳定性的关键因素。本文基于二维非结构网格上的有限体积法,提出了一种基于对流和扩散的底部模拟的浅水流动二维模型。采用Reo近似Riemann的格式来求解通量项。并以通量特征向量的形式对基岩坡度源项进行分解处理。对于扩散项,采用发散定理来获得每个三角形单元上标量变量的导数。然后,模拟了围绕支柱的流动,该流动模式与实际流动相似。最后,通过成功模式对HZM桥中人工岛周围的潮流进行了模拟。因此,目前该模型可用于模拟水工建设水域复杂的水流结构。

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