摘要
以云南晓街河水库工程泄水建筑物溢洪洞为例,根据溢洪洞布置特点及结构形式,结合水力学计算,对消能方式进行比选和设计,用水力学计算及模型试验,验证了消力池结合潜坝作为消能工的合理性,可为类似工程设计提供一定的参考。
According to the layout and structure characteristics of the spillway tunnels in Xiaojiehe Reservoir Project , the energy dissipation structures are designed and optimized .With the hydraulic calculation and experimental tests , the se-lected scheme which combines the stilling pool and submerged dikes is shown to be reasonable .It could be a useful ref-erence for similar projects .
出处
《水电与新能源》
2016年第7期17-19,30,共4页
Hydropower and New Energy
关键词
溢洪洞
消能方式
水力计算
试验验证
潜坝
spillway tunnel
energy dissipation modes
hydraulic calculation
experimental verification
submerged dike
