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Flux and source term discretization in two-dimensional shallow water models with porosity on unstructured grids

机译:非结构网格上具有孔隙度的二维浅水模型中的通量和源项离散化

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Two-dimensional shallow water models with porosity appear as an interesting path for the large-scale modelling of floodplains with urbanized areas. The porosity accounts for the reduction in storage and in the exchange sections due to the presence of buildings and other structures in the floodplain. The introduction of a porosity into the two-dimensional shallow water equations leads to modified expressions for the fluxes and source terms. An extra source term appears in the momentum equation. This paper presents a discretization of the modified fluxes using a modified HLL Riemann solver on unstructured grids. The source term arising from the gradients in the topography and in the porosity is treated in an upwind fashion so as to enhance the stability of the solution. The Riemann solver is tested against new analytical solutions with variable porosity. A new formulation is proposed for the macroscopic head loss in urban areas. An application example is presented, where the large scale model with porosity is compared to a refined flow model containing obstacles that represent a schematic urban area. The quality of the results illustrates the potential usefulness of porosity-based shallow water models for large scale floodplain simulations. Copyright (c) 2005 John Wiley & Sons, Ltd.
机译:具有孔隙度的二维浅水模型似乎是对城市化地区的洪泛区进行大规模建模的有趣途径。由于洪泛区中存在建筑物和其他结构,因此孔隙率导致了存储区和交换区的减少。在二维浅水方程中引入孔隙度会导致通量和源项的修正表达式。动量方程中会出现一个额外的源项。本文介绍了在非结构化网格上使用改进的HLL Riemann求解器对改进的通量进行离散化的方法。由地势和孔隙率的梯度产生的源项以迎风方式处理,以增强溶液的稳定性。黎曼求解器已针对具有可变孔隙率的新分析解决方案进行了测试。针对城市地区的宏观水头损失,提出了一种新的公式。给出了一个应用示例,其中将具有孔隙率的大规模模型与包含代表示意性市区的障碍物的精炼流量模型进行了比较。结果的质量说明了基于孔隙度的浅水模型对于大规模洪泛区模拟的潜在有用性。版权所有(c)2005 John Wiley&Sons,Ltd.

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