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Finite Volume Model for Two-Dimensional Shallow Water Flows on Unstructured Grids

机译:非结构网格上二维浅水流动的有限体积模型

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A numerical model based upon a second-order upwind finite volume method on unstructured triangular grids is developed for solving shallow water equations. The HLL approximate Riemann solver is used for the computation of inviscid flux functions, which makes it possible to handle discontinuous solutions. A multidimensional slope-limiting technique is employed to achieve second-order spatial accuracy and to prevent spurious oscillations. To alleviate the problems associated with numerical instabilities due to small water depths near a wet/dry boundary, the friction source terms are treated in a fully implicit way. A third-order total variation diminishing Runge-Kutta method is used for the time integration of semidiscrete equations. The developed numerical model has been applied to several test cases as well as to real flows. Numerical tests prove the robustness and accuracy of the model.
机译:建立了基于二阶迎风有限体积法的非结构三角网格数值模型,用于求解浅水方程。 HLL近似Riemann求解器用于计算无粘性通量函数,这使得处理不连续解成为可能。多维斜率限制技术用于实现二阶空间精度并防止杂散振荡。为了缓解由于靠近干/湿边界的小水深而引起的数值不稳定问题,我们以完全隐含的方式处理了摩擦源项。三阶总变差递减Runge-Kutta方法用于半离散方程的时间积分。开发的数值模型已应用于多个测试案例以及实际流程。数值测试证明了该模型的鲁棒性和准确性。

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