摘要
工程上溢流堰的过流能力以及堰面压强分布的确定多采用水工模型试验.利用三维的流动数学模型、k-ε模型封闭紊流、VOF方法追踪自由表面,对过堰流动进行了数值模拟.与模型试验结果对比表明,数值模拟方法是可行的.
In engineering practices, the hydraulic model test is the common way to determine overflow capacity of a weir and pressure distribution on the weir. In this paper, numerical simulation is conducted to analyze the flow over weirs. The numerical analysis is based on the three-dimensional Reynolds averaged Navier-Stokes equations with the standard κ-ε turbulence model. To track free surface, the VOF method is applied. The comparison with experiments shows that the numerical simulation approaches are feasible.
出处
《武汉大学学报(工学版)》
CAS
CSCD
北大核心
2005年第5期54-56,62,共4页
Engineering Journal of Wuhan University
关键词
溢流堰
流量系数
三维流动模拟
weir
discharge coefficient
numerical simulation of three-dimensional flow