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Well-balanced high-order centered schemes on unstructured meshes for shallow water equations with fixed and mobile bed

机译:固定床和移动床浅水方程组在非结构网格上的均衡高阶中心方案

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In this paper, we study the numerical approximation of the two-dimensional morphodynamic model governed by the shallow water equations and bed-load transport following a coupled solution strategy. The resulting system of governing equations contains non-conservative products and it is solved simultaneously within each time step. The numerical solution is obtained using a new high-order accurate centered scheme of the finite volume type on unstructured meshes, which is an extension of the one-dimensional PRICE-C scheme recently proposed in Canestrelli et al. (2009) [5]. The resulting first-order accurate centered method is then extended to high order of accuracy in space via a high order WENO reconstruction technique and in time via a local continuous space-time Galerkin predictor method. The scheme is applied to the shallow water equations and the well-balanced properties of the method are investigated. Finally, we apply the new scheme to different test cases with both fixed and movable bed. An attractive future of the proposed method is that it is particularly suitable for engineering applications since it allows practitioners to adopt the most suitable sediment transport formula which better fits the field data.
机译:在本文中,我们研究了二维水动力方程的数值近似,该模型由浅水方程和床荷输运控制,并遵循耦合求解策略。控制方程的结果系统包含非保守乘积,并且在每个时间步中同时对其进行求解。数值解是使用非结构化网格上有限体积类型的新的高阶精确对中方案获得的,该方案是Canestrelli等人最近提出的一维PRICE-C方案的扩展。 (2009)[5]。然后,通过高阶WENO重构技术将所得的一阶精确居中方法扩展到空间中的高精确度,并通过局部连续时空Galerkin预测器方法将其及时扩展到空间中。将该方案应用于浅水方程组,研究了该方法的均衡性质。最后,我们将新方案应用于固定床和移动床的不同测试案例。提出的方法的一个有吸引力的未来是,它特别适合工程应用,因为它允许从业人员采用最适合现场数据的最合适的泥沙输送公式。

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