摘要
采用水槽试验研究复式断面水流流速的横向分布特征、边界剪切应力变化规律以及水力参数对断面过流能力的影响,并得出了滩槽流量分配计算式.
The velocity distribution characteristics, variation of the boundary shear stress and influences of the hydraulic parameters on the discharge capacity in a compound cross section channel are studied by using flume test. And a formula to calculate discharge distribution in trough and alluvial plain is concluded.
出处
《水利水运工程学报》
CSCD
北大核心
2004年第3期28-32,共5页
Hydro-Science and Engineering
