3.8 Article

Exponential formula for bedload transport

期刊

JOURNAL OF HYDRAULIC ENGINEERING-ASCE
卷 128, 期 10, 页码 942-946

出版社

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)0733-9429(2002)128:10(942)

关键词

bed load; sediment transport; transport rate; shear stress

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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.

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