汾河水库安全鉴定溢洪道水力学复核计算  

Hydraulic Check Computation of Fenhe Reservoir's Spillway for Security Appraisement

作　　者：宋宇[1] 

机构地区：[1]山西省水利水电勘测设计研究院,山西太原030024

出　　处：《山西水利科技》2014年第3期21-24,共4页Shanxi Hydrotechnics

摘　　要：对汾河水库溢洪道泄洪能力进行复核计算。通过对堰型和相关参数选取,计算溢洪道泄洪流量与水深关系,得出汾河水库溢洪道满足泄洪要求。In the paper, the flood carrying capacity of Fenhe Reservoir＇s sapillway has been rechecked. Through selecting the weir pattern and relational parameters and by computing the relationship between the overflow discharge of the spillway and the water depth, the conclusions are obtained that the spillway＇s flood carrying capacity meets the design demand.

关 键 词：溢洪道 泄量 水力学 

分 类 号：TV222[水利工程—水工结构工程]