An improved meshless artificial viscosity technology combined with local radial point interpolation method for 2D shallow water equations

被引:2
作者
Zhang, Ting [1 ]
Zhan, Chang-xun [1 ]
Cai, Bin [1 ]
Lin, Chuan [1 ]
Guo, Xiao-Mei [1 ]
机构
[1] Fuzhou Univ, Dept Water Resources & Harbor Engn, Coll Civil Engn, Fuzhou 350116, Peoples R China
基金
中国国家自然科学基金;
关键词
Two-dimensional shallow water equations; Local radial point interpolation method; Artificial viscosity; Shock wave; Numerical simulation; FINITE-VOLUME MODEL; NUMERICAL-SIMULATION; COLLOCATION METHOD; FLOW; SCHEMES; APPROXIMATION; CONVERGENCE; TOPOGRAPHY; MLRPI; LRPIM;
D O I
10.1016/j.enganabound.2021.09.002
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The two-dimensional shallow water equations (SWEs) are a hyperbolic system of first-order nonlinear partial differential equations which have a characteristic of strong gradient. In this study, a newly-developed numerical model, based on local radial point interpolation method (LRPIM), is adopted to simulate discontinuity in shallow water flows. In order to accurately capture the information of wave propagation, the LRPIM is combined with the split-coefficient matrix (SCM) method to transform the SWEs into a characteristic form and the selection of the direction of local support domain is introduced into the LRPIM. An improved meshless artificial viscosity (MAV) technique is developed to minimize the non-physical oscillations near the discontinuities. Then, the LRPIM and the second-order Runge-Kutta method are adopted for spatial and temporal discretization of the SWEs, respectively. The feasibility and validity of the proposed numerical model are verified by the classical dam-break problem and the mixed flow pattern problem. The comparison of the obtained results with the analytical solution and other numerical results showed that the MAV method combined with LRPIM can accurately capture the shocks and has high accuracy in dealing with discontinuous flow by adding appropriate viscosity to the equations in the discontinuous region.
引用
收藏
页码:303 / 318
页数:16
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