摘要
将半离散中心迎风数值通量和三阶WENO重构结合起来,由此得到了一种求解一维浅水方程的高分辨率数值方法.对底坡项的离散保证了计算方法的和谐性,离散摩阻项的方法简单有效.时间的离散采用保持强稳定性质的Runge-Kutta方法.应用文中方法对几个典型算例进行检验计算,结果表明本文方法健全,而且对激波具有较高的分辨率.
A high-resolution method for solving one-dimensional shallow water equations is presented by combing the semi-discrete central-upwind numerical flux with the third-order weighted essentially non-oscillatory (WENO) reconstruction. The discretization of bottom topography assures well-balanced approximation and the discretization of friction slop is simple and effective. The third-order strong stability preserving Runge-Kutta method is used for time discretization. Validity of several typical samples show that this method is effective and has high precision for shock waves.
出处
《水利水运工程学报》
CSCD
北大核心
2007年第1期7-11,共5页
Hydro-Science and Engineering
基金
国家自然科学基金资助项目(60134010)
关键词
一维浅水方程
中心迎风格式
WENO重构
one-dimensional shallow water equations
central-upwind scheme
WENO reconstruction