摘要
本文分别就坎前接陡坡、正坡、有平台段的和有扩散的几种情况给出起挑和终挑流的计算方法 。
This paper introduces credible computing methods for discharge of starting ski jump and ending ski jump according to several cases such as abrupt slope,slope,zero slop and diffuser connecting to the front of nose of weir,which are compared with practical projects.
出处
《吉林水利》
2003年第1期8-11,共4页
Jilin Water Resources
关键词
起挑流量
终挑流量
计算
界坎
陡坡
逆坎
水跃
discharge of staring ski jump
discharge
nose of weir
abrupt slope
adverse slope
hydraulic jump
