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龙开口水电站导流明渠设计
引用本文:陈义军,任金明,吕国轩.龙开口水电站导流明渠设计[J].大坝与安全,2014(5):22-25.
作者姓名:陈义军  任金明  吕国轩
作者单位:华东勘测设计研究院有限公司,浙江 杭州,310014
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。

关 键 词:导流明渠  施工导流  导流底孔  缺口  龙开口水电站

Design of diversion channel of Longkaikou hydropower station
CHEN Yi-jun,REN Jin-ming,LV Guo-xuan.Design of diversion channel of Longkaikou hydropower station[J].Large Dam & Safety,2014(5):22-25.
Authors:CHEN Yi-jun  REN Jin-ming  LV Guo-xuan
Affiliation:( Huadong Engineering Corporation)
Abstract: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.
Keywords:diversion channel  construction diversion  diversion bottom outlet  notch  Longkaikou hy-dropower station
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