摘要
乱木水库溢洪道采用戽式消力池,池内水流流态复杂,消能效果难以确定。采用基于VOF方法的k-ε双方程紊流数学模型对下游消力池的水力特性进行数值模拟,并优化了体形。
The energy dissipator of bucket basin was adapted in the spillway of Luanmu Reservoir.Because ot the hydraulics feature is very complex, the energy dissipation can not be calculated by typical method.The turbulent model and VOF method was applied to simulate the hydraulics feature and optimize the bucket shape.
出处
《水科学与工程技术》
2006年第5期33-35,共3页
Water Sciences and Engineering Technology
