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虎家崖水电站前池高边坡综合治理监测成果分析
引用本文:张述清,徐巍,薛小攀,周泽阳.虎家崖水电站前池高边坡综合治理监测成果分析[J].西北水电,2012(2):101-104.
作者姓名:张述清  徐巍  薛小攀  周泽阳
作者单位:1. 西北水利水电工程有限责任公司,兰州,730050
2. 中国水电顾问集团西北勘测设研究院,西安,710065
摘    要:甘肃省舟曲县白龙江虎家崖水电站前池高边坡工程,由于F7断层及其影响带的共同作用,造成了高边坡在施工过程中不断坍塌掉块,边坡底部坡角失稳,严重影响了施工期及运行期的前池边坡安全。在工程设计中,不但规划出了合理的设计方案,而且提出了可行的边坡监测方案。工程治理完成后,对安全监测资料进行数据分析,肯定了治理方案的合理性及运行过程的安全保障。

关 键 词:安全监测  高边坡  虎家崖水电站

Analysis on Monitoring Results of Comprehensive Treatment of High Forebay Slope,Hujiaya Hydropower Project
ZHANG Shu-qing , XU Wei , XUE Xiao-pan , ZHOU Ze-yang.Analysis on Monitoring Results of Comprehensive Treatment of High Forebay Slope,Hujiaya Hydropower Project[J].Northwest Water Power,2012(2):101-104.
Authors:ZHANG Shu-qing  XU Wei  XUE Xiao-pan  ZHOU Ze-yang
Affiliation:1.Northwest Water Resources and Hydropower Engineering Co.,Ltd.,Lanzhou 730050; 2.HydroCHina Xibei Engineering Corporation,Xi’an 710065)
Abstract:Jointly acted by Fault F7 and its affected zone,the high forebay slope of Hujiaya Hydropower Project on the Bailong River in Zhouqu County,Gansu Province continues collapsing and falling block stones during the slope construction,resulting in instability of the slope angle at bottom of the slope.This seriously affects the safety of the forebay slope in construction and operation periods.In design,not only rational design scheme but also feasible slope monitoring scheme are planned and raised.After completion of the treatment,the safety monitoring data is analyzed.The rationality of the slope treatment scheme and the safety assurance during operation are satisfied.
Keywords:Safety monitoring  high slope  Hujiaya Hydropower Station
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