Abstract
ABSTRACT Velocity of flow for incipient motion condition of sediment particles is the fundamental parameter required for use in studies on Fluvial Hydraulics. Using the data for average critical velocity for different sediment sizes collected by different investigators, a single functional relationship has been obtained between dimensionless critical velocity . The proposed relation applies to channel boundaries behaving as smooth, transition and rough.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
