Numerical Simulation of 2D Dam-Break Flow in a Vertical Plane
This paper was concerned with a vertical twodimensional (2D) flow model with free surface. The water governing equations were discretized with finite difference method. The function of volume method was employed to track the moving free surface. The model was used to predict the characteristics of dam-break flow in a 2D vertical plane. The surface profile and time averaged velocity were calculated, which shows the proposed model can be capable of capturing sharp water and gas interface configuration as time elapses.
numerical simulation dam-break track of free surface 2D vertical plane flow
Mingqin Liu Y. L..Liu
Equipment Transportation Department, Engineering College of Armed Police Force, Xian,China Institute of Hydraulic Engineering, Xian University of Technology,Xian, China
国际会议
合肥
英文
3620-3623
2011-09-23(万方平台首次上网日期,不代表论文的发表时间)