摘要
Flume experiments were carried out to study bed load transport rate during rive bed scouring and ar- moring.A theoretical differential equation linking the transport rate to the probability of incipient motion of non-uniform sediment is solved.The transport rate is shown to decrease exponentially with time,according to the theory,which is in good agreement with the experiment data.
Flume experiments were carried out to study bed load transport rate during rive bed scouring and ar- moring.A theoretical differential equation linking the transport rate to the probability of incipient motion of non-uniform sediment is solved.The transport rate is shown to decrease exponentially with time,according to the theory,which is in good agreement with the experiment data.
出处
《四川大学学报(工程科学版)》
EI
CAS
CSCD
北大核心
2005年第S1期86-88,共3页
Journal of Sichuan University (Engineering Science Edition)
基金
Supported by 973 Program(2003CB415202)