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VELOCITY APPROACH FOR INCIPIENT MOTION
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.
VELOCITY APPROACH FOR INCIPIENT MOTION
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.
VELOCITY APPROACH FOR INCIPIENT MOTION
Prakash, Hradaya (author)
ISH Journal of Hydraulic Engineering ; 16 ; 47-58
2010-01-01
12 pages
Article (Journal)
Electronic Resource
Unknown
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