挺南浆砌石拱坝优化设计  

Optimizing design of Tingnan masonry arch dam

作　　者：万学军 李传才[2] 

机构地区：[1]长江水利委员会,湖北武汉430010 [2]武汉水利电力大学土木与建筑学院,湖北武汉430072

出　　处：《武汉水利电力大学学报》2000年第4期25-28,共4页Engineering Journal of Wuhan University

摘　　要：在初步设计的基础上 ,对浙江挺南浆砌石拱坝的平面布置、体型参数、坝体的强度和拱座的稳定性进行了优化设计 ,既增大了拱坝的安全度 ,又较大地节省了工程量 .Based on the preliminary design of Tingnan masonry arch dam in Zhejiang Province, its optimizing design, including its layout, parameters of the dam body form, intensity of dam body and dam body stability; is carried out. Thus, it can not only increase the dam safety, but also save the project's cost.

关 键 词：浆砌石拱坝 优化设计 应力分析 

分 类 号：TV642.4[水利工程—水利水电工程]