汾河二库现状条件坝基深层抗滑稳定复核计算  

Fenhe Reservoir dam deep stability calculation review at Current Conditions

作　　者：张璐[1] 

机构地区：[1]山西省水利水电勘测设计研究院,山西太原030024

出　　处：《吉林水利》2015年第12期9-11,56,共4页Jilin Water Resources

摘　　要：为尽快实施晋祠泉全面复流,汾河二库计划抬高蓄水位达到正常蓄水位。鉴于坝基渗漏量较大且有部分尾工未完工,目前抬高蓄水位是否安全有待进一步分析研究。本文通过对现状条件下汾河二库大坝深层抗滑稳定进行计算,提出了现状条件下水库的蓄水水位及安全蓄水要求。In order to fully implement Jinciquan reflow as soon as possible, Fenhe Reservoir plan to raise water level reached the normal water level.Based on the large amount of foundation seepage and some tail unfinished work ,now if it is safe to raise the water level need to further analysis.Based on the current conditions under deep sliding of Dam stability calculations proposed water reservoir water level and safety storage requirements under the current conditions.

关 键 词：汾河二库 坝基深层抗滑稳定:刚体极限平衡法 

分 类 号：TV223.42[水利工程—水工结构工程]