马鹿塘水电站一期工程枢纽设计综述  

A Summary of Design of Malutang Phase-1 Hydropower Project

作　　者：吴贵春[1] 罗加谦[1] 刘项民[1] 

机构地区：[1]中国水电顾问集团昆明勘测设计研究院,云南昆明650051

出　　处：《云南水力发电》2005年第5期7-10,共4页Yunnan Water Power

摘　　要：马鹿塘水电站根据地形及水力资源条件采用引水式开发,工程布置充分考虑了河流的泥沙特点、地形地质条件及施工需要,建筑物设计充分利用了围岩的承载能力,隧洞采用不衬砌设计,为缩短工期和降低工程造价创造了条件。The Malutang hydropower project was designed as a diversion- type development according to the topography and water resources conditions. In its layout full consideration was given to the sediment condition of the river, the topographical and geological conditions, and the construction requirement; the bearing capacity of surrounding rocks was fully used in the design of its structures; the power tunnel was designed without lining. AU of this shortened the construction period and reduced the cost of the project.

关 键 词：枢纽布置 首部枢纽 引水隧洞 厂房 边坡处理 

分 类 号：TV222[水利工程—水工结构工程] TV61