南水北调中线天津干线渠首电站水力设计  

Hydrodynamic Design of Canal-head Hydropower Station of Tianjin Trunk Line in Mid-route of South-North Water Transfer

作　　者：王程[1] 康丽[2] 王颖倩[2] 

机构地区：[1]天津市水利勘测设计院,天津300204 [2]河北省水利水电勘测设计研究院,天津300250

出　　处：《水科学与工程技术》2012年第3期60-62,共3页Water Sciences and Engineering Technology

摘　　要：主要介绍了天津干线渠首电站工程的水力设计过程,采用"陡坡+消力池"的结构型式与下游衔接,从而提高陡坡输水安全性,使总体布置更加合理。This article mostly introduces the hydrodynamic design of Canal-head Hydropower Station of Tianjin trunk line.The design use the structural style of ＂the steep slope section and stilling pool＂ to join the lower river,it can enhance the security of water delivery in steep slope section,and make the general dispose more reasonable.

关 键 词：南水北调 天津干线 渠首电站 水力设计 

分 类 号：TV222[水利工程—水工结构工程]