摘要
凤阳山水库溢洪道为侧槽式溢洪道 ,其泄洪闸采用格仓式溢流堰 ,堰顶采用 WES-V型实用堰。与重力式溢流堰相比 ,该形式不增加施工难度 ,便于操作 ,工期较短。经多年运行 。
The spillway of Fengyangshan Reservoir is a flank trough one, according to the local condition, its sluice has used a chequer overfall weir, and the top of the weir is WES-V one.Compared with the gravity weir, the chequer weir is more easier to operate and the time limit is shorter, it has proved that the structure is very safe and steady after many year's operation.
出处
《安徽水利水电职业技术学院学报》
2002年第3期38-40,共3页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
凤阳山水库
溢洪道
格仓式滥流堰
Fengyangshan Reservoir
spillway
chequer overfall weir