摘要
介绍潘口水电站面板堆石坝2010年挡水度汛临时断面的设计与施工情况。根据度汛洪水标准(100年一遇,洪峰流量12 000 m3/s),对临时断面渗流及坝坡稳定计算成果进行了分析,提出了相应的施工措施,保证了工程的度汛安全。
Design and construction of the temporary section of the CFRD in Pankou Hydropower Station for flood over- flowing in 2010 are introduced. According to the flood standard of a one-hundred-year return 12 000 m^3/s, seepage and slope stability of the dam are analyzed. Construction measures are sures the safety of the project during the flood season period and a peak flow of then proposed, which en-
出处
《水电与新能源》
2015年第8期7-12,共6页
Hydropower and New Energy
关键词
面板堆石坝
度汛
临时断面
设计
施工
concrete face rockfill dam
flood overflowing
temporary section
design
construction
