A robust and well-balanced scheme for the 2D Saint-Venant system on unstructured meshes with friction source term

IF 1.8 4区 工程技术 Q3 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS International Journal for Numerical Methods in Fluids Pub Date : 2015-02-23 DOI:10.1002/fld.4011
A. Duran
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引用次数: 13

Abstract

In the following lines, we propose a numerical scheme for the shallow-water system supplemented by topography and friction source terms, in a 2D unstructured context. This work proposes an improved version of the well-balanced and robust numerical model recently introduced by Duran et al. (J. Comp. Phys., 235, 565–586, 2013) for the pre-balanced shallow-water equations, accounting for varying topography. The present work aims at relaxing the robustness condition and includes a friction term. To this purpose, the scheme is modified using a recent method, entirely based on a modified Riemann solver. This approach preserves the robustness and well-balanced properties of the original scheme and prevents unstable computations in the presence of low water depths. A series of numerical experiments are devoted to highlighting the performances of the resulting scheme. Simulations involving dry areas, complex geometry and topography are proposed to validate the stability of the numerical model in the neighbourhood of wet/dry transitions. Copyright © 2015 John Wiley & Sons, Ltd.

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具有摩擦源项的非结构化网格上二维Saint-Venant系统的鲁棒平衡方案
在以下几行中,我们提出了一个在二维非结构化背景下补充地形和摩擦源项的浅水系统的数值方案。这项工作提出了Duran等人最近引入的平衡良好且稳健的数值模型的改进版本。, 235, 565-586, 2013)用于考虑地形变化的预平衡浅水方程。本工作旨在放宽鲁棒性条件,并包括一个摩擦项。为此,采用一种最新的方法对该方案进行了修改,该方法完全基于改进的黎曼解算器。该方法保留了原方案的鲁棒性和良好的平衡特性,并防止了在低水深情况下的不稳定计算。一系列的数值实验致力于突出所得到的方案的性能。提出了涉及干旱地区、复杂几何和地形的模拟,以验证数值模型在干湿过渡附近的稳定性。版权所有©2015 John Wiley &儿子,有限公司
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来源期刊
International Journal for Numerical Methods in Fluids
International Journal for Numerical Methods in Fluids 物理-计算机:跨学科应用
CiteScore
3.70
自引率
5.60%
发文量
111
审稿时长
8 months
期刊介绍: The International Journal for Numerical Methods in Fluids publishes refereed papers describing significant developments in computational methods that are applicable to scientific and engineering problems in fluid mechanics, fluid dynamics, micro and bio fluidics, and fluid-structure interaction. Numerical methods for solving ancillary equations, such as transport and advection and diffusion, are also relevant. The Editors encourage contributions in the areas of multi-physics, multi-disciplinary and multi-scale problems involving fluid subsystems, verification and validation, uncertainty quantification, and model reduction. Numerical examples that illustrate the described methods or their accuracy are in general expected. Discussions of papers already in print are also considered. However, papers dealing strictly with applications of existing methods or dealing with areas of research that are not deemed to be cutting edge by the Editors will not be considered for review. The journal publishes full-length papers, which should normally be less than 25 journal pages in length. Two-part papers are discouraged unless considered necessary by the Editors.
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