某水电站导流洞衬砌结构计算对比分析  

Comparing Analysis of Structural Calculation of Diversion Tunnel Lining of a Hydropower Station

作　　者：王春国 WANG Chunguo(PowerChina Northwest Engineering Corporation Limited, Xi'an 710065,China)

机构地区：[1]中国电建集团西北勘测设计研究院有限公司,西安710065

出　　处：《西北水电》2020年第4期86-88,共3页Northwest Hydropower

摘　　要：为研究优化高水头导流洞混凝土衬砌结构,结合典型洞段对导流洞衬砌结构常用的边值法和有限元法进行对比计算和分析研究,为合理确定衬砌结构体型尺寸和选配钢筋设计提供依据。In order to study and optimize the concrete lining structure of high-head diversion tunnels,combined with typical tunnel sections,the commonly used boundary value method and finite element method for structural calculation of diversion tunnel lining are compared and analyzed to provide basis for determining the size and reinforcement design of the lining structure.

关 键 词：高水头 导流洞 边值法 有限元法 

分 类 号：TV672[水利工程—水利水电工程]