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金安桥水电站工程截流施工技术及特点
引用本文:冯美升,胡玉.金安桥水电站工程截流施工技术及特点[J].水力发电,2011,37(1).
作者姓名:冯美升  胡玉
作者单位:金安桥水电站有限公司,云南,丽江,674100
摘    要:金安桥工程利用1号导流洞单洞分流下进行大江截流,截流流量为829 m3/s,龙口最大落差4.72 m,最大流速达7.15 m/s,截流段河床地形、地质条件复杂。在截流模型试验各种工况的试验成果基础上,结合截流的现场地形条件、分流特点、截流填筑材料等方面的分析比较后确定了上、下游土石围堰一次断流、右岸2条导流洞全年导流和60 m宽戗堤右岸单向进占立堵的截流方案,顺利实现了大江截流。

关 键 词:截流设计  截流施工  金安桥水电站  

River Closure Construction and Characteristics of Jin'anqiao Hydropower Station
Feng Meisheng,Hu Yu.River Closure Construction and Characteristics of Jin'anqiao Hydropower Station[J].Water Power,2011,37(1).
Authors:Feng Meisheng  Hu Yu
Affiliation:Feng Meisheng,Hu Yu(Jin'anqiao Hydropower Station Co.,Ltd.,Lijiang 674100,Yunnan,China)
Abstract:The river closure for Jin'anqiao Project was conducted on the conditions of using one diversion tunnel for water discharge,and with the flow rate of 829 m3/s,the maximum gap drop of 4.72 m and the maximum flow velocity of 7.15 m/s.Based on the model tests for river closure under different conditions and the analysis on field topography,diversion features and filling materials,the closure schemes with end-dumping closure by an 60 m-width dike from right bank,full river closed by upstream and downstream earth...
Keywords:river closure design  river closure construction  Jin'anqiao Hydropower Station  
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