龙开口水电站导流明渠设计  

Design of diversion channel of Longkaikou hydropower station

作　　者：陈义军[1] 任金明[1] 吕国轩[1] 

机构地区：[1]华东勘测设计研究院有限公司,浙江杭州310014

出　　处：《大坝与安全》2014年第5期22-25,31,共5页Dam & Safety

摘　　要：龙开口水电站采用全年挡水围堰、左岸明渠的导流方案。导流明渠与左岸挡水坝段结合设置,导流明渠底孔和上部缺口联合过流。Water retaining cofferdam all the year and open channel on the left bank is selected for diver- sion of Longkaikou hydropower station. By combination of open channel with the water retaining dam sec- tion on left bank, water would be discharged from the bottom outlet of open channel and the upper notch.

关 键 词：导流明渠 施工导流 导流底孔 缺口 龙开口水电站 

分 类 号：TV551.1[水利工程—水利水电工程]