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High-resolution central difference scheme for the shallow water equations

机译:浅水方程组的高分辨率中心差分格式

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A two-dimensional nonoscillatory central difference scheme was extended to the shallow water equations. A high-resolution numerical method for solving the shallow water equations was presented. In order to prevent oscillation, the nonlinear limiter is employed to approximate the discrete slopes. The main advantage of the presented method is simplicity comparable with the upwind schemes. This method does not require Riemann solvers or some form of flux difference splitting methods. Furthermore, the discrete derivatives of flux can be approximated by the component-wise approach and thus the computation of Jacobian can be avoided. The method retains high resolution and high accuracy similar to the upwind results. It is applied to simulating several tests, including circular dam-break problem, shock focusing problem and partial dam-break problem. The results are in good agreement with the numerical results obtained by other methods. The simulated results also demonstrate that the presented method is stable and efficient.
机译:将二维非振荡中心差分格式扩展到浅水方程。提出了一种求解浅水方程的高分辨率数值方法。为了防止振荡,采用非线性限制器来近似离散斜率。所提出的方法的主要优点是与上风方案可比的简单性。此方法不需要Riemann求解器或某种形式的通量差分裂方法。此外,通量的离散导数可以通过逐分量方法进行近似,因此可以避免雅可比计算。该方法保留了与逆风结果相似的高分辨率和高精度。它被用于模拟几种试验,包括圆形溃坝问题,冲击聚焦问题和局部溃坝问题。结果与通过其他方法获得的数值结果非常吻合。仿真结果还表明该方法是稳定有效的。

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