Incipient flow velocity of non-uniform sediment particles by considering the additional mass force

Author:

Wu J.,Sun M.H.,Zhang L.W.,Zhang X.Y.

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

State Key Laboratory of Geomechanics and Geotechnical Engineering

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference38 articles.

1. Modeling sediment transport in the swash zone: a review;Bakhtyar;Ocean Eng.,2009

2. Free surface flow in a channel of large relative roughness;Bayazit;J. Hydraul. Res.,1976

3. Modifications to Li Baoru's sediment incipient velocity formula;Cai;J. Hydraul. Eng.,2019

4. Preliminary research on the laws of threshold motion for non-uniform sediments;Chen;Engineering Journal of Wuhan University,1988

5. Characteristics of non-uniform bedload motion under equilibrium sediment transport conditions;Chen;J. Basic Sci. Eng.,2013

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