摘要
本文从数学力学原理出发，对驼峰堰淹没流态判别进行探讨，得到了驼峰堰临界淹没度（ｈｓ／Ｈ０）ｃｒ的理论计算式，可供实际工程参用。
Based on the basic principle of mathematics and mechanics, a critical submerged flow for camel hump weirs is studied,and a theoretical formuls of critical submerged criterion (hs/ H0)cr for camel hump weirs is presented.
出处
《西南交通大学学报》
EI
CSCD
北大核心
1996年第1期105-108,共4页
Journal of Southwest Jiaotong University
关键词
堰流
驼峰堰
临界淹没度
伯努利方程
camel hump weir
critical submerged criterion
Bernoulli equation
