甘肃九甸峡枢纽工程碾压混凝土重力坝设计

《甘肃九甸峡枢纽工程碾压混凝土重力坝设计》由会员上传分享，免费在线阅读，更多相关内容在教育资源-天天文库。

1、甘肃九甸峡枢纽工程碾压混凝土重力坝设计本科毕业设计设计题目甘肃洮河九甸峡枢纽工程混凝土重力坝初步设计学院工学院专业农业水利工程毕业届别2007届姓名123456指导教师654321职称副教授甘肃农业大学教务处制二〇〇七年六月本科毕业设计选题审批表甘肃农业大学二〇〇七届本科毕业设计鉴定表目录摘要........................................................................11水文...........................

2、............................21.1流域自然地理概况......................................................21.2气象..................................................................21.3水文基本资料..........................................................31.4径流..........

3、........................................................31.5洪水..................................................................31.6泥沙..................................................................42工程地质............................................

4、.........42.1区域地质概况..........................................................52.2水文地质..............................................................52.3坝址坝线区地质........................................................53工程任务和规模...........................

5、.....................63.1工程任务..............................................................63.2工程规模..............................................................63.3工程等级及洪水标准....................................................64枢纽布置..................

6、...................................74.1坝型和坝址选择........................................................74.2枢纽主要建筑物........................................................84.3枢纽建筑物布置........................................................85非溢流坝段剖面设计...

7、.........................................105.1剖面设计.............................................................105.2基本剖面.............................................................105.3实用剖面设计.........................................................1

8、06溢流坝段设计................................................136.1溢流坝段工作特点.....................................................136.2溢流坝的剖面设计.....................................................136.3溢流坝的结构设计.................................................