水利水电计算手册.pdf

水利水电计算手册.pdf

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时间:2020-04-04

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1、目录第一章调洪演算··············································································································································1第二章非溢流坝设计计算·····························································································

2、···································82.1坝高的计算············································································································································82.2坝挡水坝段的稳定及应力分析·······················································

3、·······················································8第三章溢流坝设计计算··································································································································153.1堰面曲线···················································

4、····························································································153.2中部直线段设计··································································································································163.3下游消能设计···········

5、····························································································································163.4水力校核···························································································································

6、···················183.5WES堰面水面线计算··························································································································20第四章放空坝段设计计算·······················································································

7、·······································234.1放空计算··············································································································································234.2下游消能防冲计算·····················································

8、·········································································244.3水力校核······························································································································

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