节点文献
某水库孔板消能泄洪洞孔板区紊流场计算
Numerical Computations of Turbulent Flow Field of the Flood Discharge Tunnel
【摘要】 本文采用有限分析法,低雷诺数K—ε紊流模型求解雷诺方程,计算了雷诺数为10~4和10~5两种情况下孔板消能区的平均紊流场,给出了流函数、速度、涡量、紊流动能和紊流耗散率的分布。
【Abstract】 In this paper the finite analytic method and K- e turbulent model for low Reynolds number are employed to solve Reynolds equations. In two cases of Reynolds number being 104 and 106 , the turbulent flow past a flood discharge tunnel is calculated and results are given for distributions of stream function, velocity, vorticity, turbulent kinetic energy and turbulent dissipation rate.
- 【文献出处】 水力发电学报 ,Journal of Hydroelectric Engineering , 编辑部邮箱 ,1987年04期
- 【被引频次】10
- 【下载频次】80