Journal
JOURNAL OF HYDRAULIC ENGINEERING-ASCE
Volume 128, Issue 10, Pages 942-946Publisher
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)0733-9429(2002)128:10(942)
Keywords
bed load; sediment transport; transport rate; shear stress
Ask authors/readers for more resources
An exponential formula that does not involve the concept of the critical shear stress is derived in this study for computing bedload transport rates. The formula represents well various experimental data sets ranging from the weak transport to high shear conditions. Comparisons of the present study are also made with many previous bedload formulas commonly cited in the literature.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available
Share Paper
