A robust and well-balanced numerical model for solving the two-layer shallow water equations over uneven topography

被引:13
作者
Lu, Xinhua [1 ]
Dong, Bingjiang [2 ]
Mao, Bing [3 ]
Zhang, Xiaofeng [1 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
[2] Yangtze River Water Resource Commiss, Hydrol Bur, Wuhan 430010, Peoples R China
[3] Yangtze River Sci Res Inst, Wuhan 430015, Peoples R China
来源
COMPTES RENDUS MECANIQUE | 2015年 / 343卷 / 7-8期
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Two-layer system; Well-balanced model; Nonconservative; 2LSWE; HLL; HYPERBOLIC CONSERVATION-LAWS; OPEN BOUNDARY-CONDITIONS; FINITE-DIFFERENCE; SOURCE TERMS; SCHEME; FLOWS; SYSTEM; COMPUTATION; HYDRAULICS; FRONTS;
D O I
10.1016/j.crme.2015.05.002
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A robust and well-balanced numerical model is developed for solving the two-layer shallow water equations based on the approximate Riemann solver in the framework of finite-volume methods. The HLL (Harten, Lax, and van Leer) solver is employed to calculate the numerical fluxes. The numerical balance between the flux gradient and the source terms is achieved by using a balance-reformulation method. To obtain exactly the lake-at-rest solutions as the water depth is chosen as the conserved variable for the continuity equations, a modified HLL flux formulation is proposed for mass flux calculations. Several numerical tests used to validate the performance of the developed numerical model. The results show that the developed model is accurate, well balanced, and that it predicts no oscillations around large gradients. (C) 2015 Academie des sciences. Published by Elsevier Masson SAS. All rights reserved.
引用
收藏
页码:429 / 442
页数:14
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