西安理工大学学报2012，Vol.28Issue(2)：198-203,6.
U形渠道临界水深、弗劳德数和水跃的研究
Research on Critical Water Depth,Froude Number and Hydraulic Jump of U-Shaped Channel
张志昌 1李若冰1
作者信息
- 1. 西安理工大学水利水电学院,陕西西安710048
- 折叠
摘要
Abstract
This paper presents the calculation method of the critical water depth ,Froude number and hydraulic jump of U-shaped channel. An iterative calculation formula for the critical water depth is proposed, an explicit formula of Froude number is given as well. And at the same time, the equation about the hydraulic jump of U-shaped channel is deduced. The comparative analysis is made of the measured data cited in reference(7) ,whereby testifying the equation reliability.关键词
U形渠道/临界水深/弗劳德数/水跃Key words
U-shaped channel/ critical water depth/ Froude number/ hydraulic jump分类
建筑与水利引用本文复制引用
张志昌,李若冰..U形渠道临界水深、弗劳德数和水跃的研究[J].西安理工大学学报,2012,28(2):198-203,6.
