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二维溃坝水波MAC方法数值模拟
引用本文:杨小亭.二维溃坝水波MAC方法数值模拟[J].武汉大学学报(工学版),1997(2).
作者姓名:杨小亭
基金项目:武汉水利电力大学青年科学基金
摘    要:采用MAC方法求解原始变量不可压缩非定常带自由面问题的Navier-Stokes方程,对二维水坝瞬间溃决所产生的溃坝水波进行了数值模拟.计算结果表明,在坝溃决的很短时间范围内,液体运动的任一铅直断面上,均不符合静压分布,自由表面的形状类似一抛物线.

关 键 词:MAC方法  溃坝水波  N-S方程  自由表面

Numerical Simulation of Two dimensional Dam breck Waves by MAC Method
Yang Xiaoting.Numerical Simulation of Two dimensional Dam breck Waves by MAC Method[J].Engineering Journal of Wuhan University,1997(2).
Authors:Yang Xiaoting
Affiliation:College of Water Resources
Abstract:The two dimensional Navier Stokes equations are solved by MAC method to study the waves for dam break impulsively.The mathematical model considered is viscous,incompressible,transient fluid flow problems involving free surface.The results given by the present method show that within a shot time of dam break the pressure distribution on any vertical section is not in agreement with the hydrostatic pressure distribution,and the configuration of free surface takes the form of a parabola.
Keywords:MAC method  dam break waves  N-S equation  free surfaces
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