摘要
湖南润海水电站引水隧洞长553.5 m,地质构造复杂,对隧洞不同部位的衬砌结构型式进行了优选,并付诸实施,经长期运行后,检查表明效果较好。
The diversion tunnel of Runhai Hydropower Station is 553.5 m long and built in complicated strata. The lining type of every section of the tunnel is optimized to meet the dissimilar rock properties. S The dam quality inspection after long-term operation shows that the lining result is considerable well.
出处
《湖北水力发电》
2009年第3期20-22,29,共4页
Hubei Water Power
关键词
润海水电站
引水隧洞
地质构造
衬砌优选
Runhai Hydropower Station
diversion tunnel
geological structure
lining optimizing
