bed load;
sediment transport;
transport rate;
shear stress;
D O I:
10.1061/(ASCE)0733-9429(2002)128:10(942)
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
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.
机构:
Univ No British Columbia, Nat Resources & Environm Studies, Prince George, BC V2N 4Z9, CanadaUniv No British Columbia, Nat Resources & Environm Studies, Prince George, BC V2N 4Z9, Canada
Tunnicliffe, J
Gottesfeld, AS
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机构:Univ No British Columbia, Nat Resources & Environm Studies, Prince George, BC V2N 4Z9, Canada
Gottesfeld, AS
Mohamed, M
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机构:Univ No British Columbia, Nat Resources & Environm Studies, Prince George, BC V2N 4Z9, Canada
机构:
State Key Laboratory of Hydro-science and Engineering, Department of Hydraulic Engineering, Tsinghua UniversityState Key Laboratory of Hydro-science and Engineering, Department of Hydraulic Engineering, Tsinghua University