Application of weighted-least-square local polynomial approximation to 2D shallow water equation problems

被引:26
作者
Wu, Nan-Jing [1 ]
Chen, Chieh [2 ]
Tsay, Ting-Kuei [2 ]
机构
[1] Natl Chiayi Univ, Dept Civil & Water Resources Engn, Chiayi 600, Taiwan
[2] Natl Taiwan Univ, Dept Civil Engn, Taipei 106, Taiwan
关键词
Shallow water equations; Meshless method; Weighted-least-square; Local polynomial approximation; RANKINE SOURCE SOLUTION; FINITE-VOLUME MODEL; COLLOCATION METHOD; POINT METHOD; SCHEME; INTERPOLATION;
D O I
10.1016/j.enganabound.2016.04.010
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study, a numerical model based on shallow water equations (SWE) is developed. An explicit predictor-corrector approach is adopted for the time marching process. Using the leap-frog formulae, the three unknowns in SWE, which are the water depth h, and the water fluxes uh, vh, are firstly estimated directly by their values and their spatial derivatives in the previous time step. Then they are corrected by the Crank-Nicolson formulation. The spatial derivatives of h, uh and vh for the further time marching processes are calculated by using the Weighted Least Square (WLS) local polynomial approximation, which is a kind of meshless method. This model is applied to the simulations of dam break flows and tidal currents. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:124 / 134
页数:11
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