Abstract
Velocities and bottom shear stresses are measured, by an LDV, in flows over fixed-bed models, which correspond to instantaneous shapes of a sand bar during scouring. Two bed load tran sport formulas in non-equilibrium state are obtained in terms of the measured shear velocity with corrections of the effect of slope; one for erosion and the other for deposit. An empirical coefficient KB in the equation of motion for sand is determined to be 0.02cm-1.
Sign-in/Register to access full text options 
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 callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
