潘口水电站面板堆石坝度汛临时断面的设计与施工  

Design and Construction of the Temporary Flood Overflowing Section of the CFRD in Pankou Hydropower Station

作　　者：杨高林 

机构地区：[1]中国电建集团中南勘测设计研究院有限公司宜昌设计院,湖北宜昌443002

出　　处：《水电与新能源》2015年第8期7-12,共6页Hydropower and New Energy

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-

关 键 词：面板堆石坝 度汛 临时断面 设计 施工 

分 类 号：TV641.43[水利工程—水利水电工程] TV52