龙开口电站右岸变形体AⅠ坝头区边坡稳定监测分析  

Monitoring analysis of slope stability of right bank deformation block AI at Longkaikou hydropower station

作　　者：李君军[1] 郑晓红[1] 王玉洁[1] 陈国锋[1] 

机构地区：[1]中国水电顾问集团华东勘测设计研究院,浙江杭州310014

出　　处：《大坝与安全》2012年第6期41-44,47,共5页Dam & Safety

摘　　要：龙开口水电站是金沙江中游河段规划的第6个梯级电站,为高坝及坝后引水发电式电站。通过结合工程地质条件、工程处理措施及现场施工和监测情况,对右岸变形体AⅠ坝头区的监测成果进行分析,确定边坡处于稳定状态,工程处理措施合适。Longkaikou hydropower station is the 6th programmed project of Jinsha river midstream. There is a high dam, with diversion power system at dam toe. In this paper, combined with geological condition, engineering treatment measures, on-site construction and monitoring, the monitoring result of the deformation block AI on the right bank was analyzed. The monitoring result showed that the slope was stable, and the engineering measures were reasonable.

关 键 词：边坡稳定 右岸变形体 监测 龙开口水电站 

分 类 号：TV221.2[水利工程—水工结构工程]