黑龙江水利科技
黑龍江水利科技
흑룡강수리과기
HEILONGJIANG SCIENCE AND TECHNOLOGY OF WATER CONSERVANCY
2011年
3期
47-49
,共3页
两河口水电站%截流%龙口%仓龙堤布置%方案
兩河口水電站%截流%龍口%倉龍隄佈置%方案
량하구수전참%절류%룡구%창룡제포치%방안
liangkeou Power Station%closure
两河口水电站砾石土心墙堆石坝最大坝高295.00m,采用断流围堰挡水、隧洞导流,大江截流由两条初期导流洞分流,文章对其截流布置及方案进行了分析。
兩河口水電站礫石土心牆堆石壩最大壩高295.00m,採用斷流圍堰擋水、隧洞導流,大江截流由兩條初期導流洞分流,文章對其截流佈置及方案進行瞭分析。
량하구수전참력석토심장퇴석패최대패고295.00m,채용단류위언당수、수동도류,대강절류유량조초기도류동분류,문장대기절류포치급방안진행료분석。
The gravel-core rockfill dam of Lianghekou Power Station is 295.00m high,adopting closure weir to block water and tunnel to divert flow,and the river is diverted by two primary diversion tunnels.The closure playout and scheme are analyzed in the paper.
