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High-Precision Structured Finite Volume Model for Numerical Simulation of Dam- and Dyke-Breach Flow

机译:高精度结构有限体积模型,用于堤坝和堤坝流量的数值模拟

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A high precision structured-based finite volume model for numerical simulation of dam-and dyke-breach flow was proposed. The model regarded the fully two-dimensional shallow water equations as the governing equations, and used the Godunov-type finite volume shock-capturing schemes HLLC to calculate flow flux. Its spatial and temporal accuracy were improved to two order accuracy using the slop limiter and predict-correct method, and the slope source terms and friction source terms were treated with central difference scheme and fully implicit method respectively. And then a robust procedure was adapted in the model to efficiently and accurately simulate the movement of wet and dry boundary and a method of high calculation efficiency was applied in the treatment of complex boundary. A popular example was used to validate the capability of the model. The result shows that the model can capture flow processes over irregular boundary accurately and shows good stability and accuracy.
机译:提出了一种高精度结构化的大坝和堤坝流动数值模拟的有限体积模型。该模型将完全二维浅水方程作为控制方程,并使用了Godunov型有限体积冲击捕获方案HLLC来计算流量通量。它的空间和时间精度得到了两个订单准确性,使用梯级限制器和预测校正方法,分别用中心差分方案和完全隐含方法处理斜率术语和摩擦源术语。然后在模型中调整稳健的程序,以有效,准确地模拟湿边的运动和干边界的运动,并且在复杂边界的处理中应用了高计算效率的方法。一个流行的例子用于验证模型的能力。结果表明,该模型可以精确地捕获不规则边界上的流程,并显示出良好的稳定性和精度。

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