摘要
介绍了益地水电站工程概况、水库运行方式,对闸坝闸后消能工进行了水力学计算、水工模型试验验证及方案比选。结果表明:采用下挖式消力池、防掏措施、四面体海漫及下游岸坡防护措施,能确保益地水电站首部闸坝运行安全。
The project basic situation ＇and reservoir operation mode of Yidi Hydropower Station are introduced. The dissi- pater behind sluice gate is calculated in hydraulic method and hydraulic model tests are carried out on dissipater in order to be compared and chosen. The results show that employing stilling basin dug, anti-cutting measure, tetrahedral apron and downstream bank slope protection measures can ensure the safe operation of the first sluice -and dam of Yidi Hydro- power Station.
出处
《水电与新能源》
2012年第4期22-25,共4页
Hydropower and New Energy
关键词
消力池
海漫
水力学
水工模型试验
stilling basin
apron
hydraulics
hydraulic model test
