大坝与安全
大壩與安全
대패여안전
LARGE DAM & SAFETY
2014年
5期
22-25,31
,共5页
陈义军%任金明%吕国轩
陳義軍%任金明%呂國軒
진의군%임금명%려국헌
导流明渠%施工导流%导流底孔%缺口%龙开口水电站
導流明渠%施工導流%導流底孔%缺口%龍開口水電站
도류명거%시공도류%도류저공%결구%룡개구수전참
diversion channel%construction diversion%diversion bottom outlet%notch%Longkaikou hy-dropower station
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。
龍開口水電站採用全年擋水圍堰、左岸明渠的導流方案。導流明渠與左岸擋水壩段結閤設置，導流明渠底孔和上部缺口聯閤過流。
룡개구수전참채용전년당수위언、좌안명거적도류방안。도류명거여좌안당수패단결합설치，도류명거저공화상부결구연합과류。
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.
