Solution to the Shallow Water Equation with FVM based on Unstructured Grid

被引:0
作者
He, Jie [1 ]
Zhao, Xinsheng [2 ]
Liu, Heyong [2 ]
机构
[1] Nanjing Hydraul Res Inst, Nanjing, Jiangsu, Peoples R China
[2] State Key Lab Hydrol Water Resource, Hydraul Engn, Nanjing, Peoples R China
来源
ADVANCES IN HYDROLOGY AND HYDRAULIC ENGINEERING, PTS 1 AND 2 | 2012年 / 212-213卷
关键词
Shallow Water Equation; Finite Volume Method; Unstructured Grid; Diffusion Motion; SCHEMES;
D O I
10.4028/www.scientific.net/AMM.212-213.1168
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The diffusion motion is one of the important items in the shallow water equations, and it is a crucial factor for the stability to simulate the shallow water flow in the numerical model. In this paper, a 2D model for the simulation of shallow water flow by convection and diffusion over variable bottom is presented, which is based on the FVM (finite volume method) over triangular unstructured grids. The format of Reo's approximate Riemann is adopted to solve the flux terms. And the bed slope source term is treated by split in the form of the flux eigenvector. For the diffusion terms, the divergence theorem is employed to obtain the derivatives of a scalar variable on each triangular cell. Then, the flow around a pillar is simulated, which flow pattern is similar with the actual flow. Thus it is proved that the model could be applied to simulate the complicated current structure in the water area around hydraulic construction.
引用
收藏
页码:1168 / +
页数:2
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