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Godunov-type solution of the shallow water equations on adaptive unstructured triangular grids

机译:自适应非结构​​三角网格上浅水方程的Godunov型解

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摘要

A Godunov-type upwind finite volume solver of the non-linear shallow water equations is described. The shallow water equations are expressed in a hyperbolic conservation law formulation for application to cases where the bed topography is spatially variable. Inviscid fluxes at cell interfaces are computed using Roe's approximate Riemann solver. Second-order accurate spatial calculations of the fluxes are achieved by enhancing the polynomial approximation of the gradients of conserved variables within each cell. Numerical oscillations are curbed by means of a non-linear slope limiter. Time integration is second-order accurate and implicit. The numerical model is based on dynamically adaptive unstructured triangular grids. Test cases include an oblique hydraulic jump, jet-forced flow in a flat-bottomed circular reservoir, wind-induced circulation in a circular basin of non-uniform bed topography and the collapse of a circular dam. The model is found to give accurate results in comparison with published analytical and alternative numerical solutions. Dynamic grid adaptation and the use of a second-order implicit time integration scheme are found to enhance the computational efficiency of the model
机译:描述了非线性浅水方程组的Godunov型迎风有限体积求解器。浅水方程用双曲线守恒律公式表示,适用于床形地形在空间上可变的情况。使用Roe的近似Riemann求解器计算单元界面处的无粘通量。通量的二阶精确空间计算是通过增强每个像元内守恒变量梯度的多项式逼近来实现的。借助于非线性斜率限制器可以抑制数值振荡。时间积分是二阶准确且隐含的。数值模型基于动态自适应非结构​​化三角网格。测试案例包括倾斜的水力跃迁,平底圆形储层中的射流强迫流动,非均匀床形的圆形盆地中的风致循环以及圆形坝的倒塌。与已发布的分析和替代数值解决方案相比,该模型可提供准确的结果。发现动态网格自适应和使用二阶隐式时间积分方案可以提高模型的计算效率

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