摘要
耿达电站拦河闸1986年3月下闸蓄水,出现溢流坝与非溢流坝接缝错位问题,运行10年来,错位逐年发展,已达24mm.本文对错位原因进行了分析,得出错位近期尚不致危及拦河闸安全,拦河闸坝符合正常坝条件.
The gates at Gengda hydropower station were closed for filling in March,1986.Joint between overflow din and non-overflow dam has staggered since then.After 10 years operation,staggfring develops year by year and until now is of 24mm.Case study was carried out to conclude that the ataggering will not endanger the safety of dam recently and the dam meets the requirements of normal dam.
出处
《四川水力发电》
1996年第4期61-65,73,共6页
Sichuan Hydropower
关键词
水电站
溢流坝
错位
原因
分析
Gengda hydropower station
overflow dam
staggered joint
case
study