数学物理学报 ›› 1997, Vol. 17 ›› Issue (4): 473-478.

• 论文 • 上一篇    

非定常自由面流激波解的二阶守恒算法

蔡启富   

  1. 武汉水利电力大学 武汉 430072
  • 收稿日期:1997-01-07 出版日期:1997-08-26 发布日期:1997-08-26

Second-order Conservative Algorithm for Unsteady Free-Suface Flows with shocks

Cai Qifu   

  1. Wuhan University of Hydaulic and Electric Engineereng, Wuhan 430072
  • Received:1997-01-07 Online:1997-08-26 Published:1997-08-26

摘要: 将计算双曲型守恒律弱解的Lax-Wendroff型TVD格式推广到断面形状沿程任意变化的一般浅水方程组,构造了二阶精度的差分格式.新格式适用于模拟天然河道中溃坝洪水波的传播.提供了表明方法性能的算例,实际天然梯级水库溃坝问题的数值实验表明格式稳定,适应性强.

关键词: 浅水方程组, 有限差分法, 天然河道, 溃坝波, TVD格式

Abstract: TVD Lax-Wendroff schemes for the computation of weak solution of hyperbolic conservation law are extended to the gencral shallow-water equations with thc arbitrary variation of the section shape with distance. A second-order accurate finite difference scheme ispresented. The new scheme can be applied to simulating the dam-break flood wave propagation in the natural river courses. Numerical examples are provided to test the performance of the method. Numerical experirnents with dam-break problems in the practical natural cascade reservoirs show that the scheme is stable and robust.

Key words: Shallow water equations, Finite difference method, Natural river courses, Dambreak waves, TVD