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contributor authorFu-Chun Wu
contributor authorYi-Ju Chou
date accessioned2017-05-08T20:44:28Z
date available2017-05-08T20:44:28Z
date copyrightFebruary 2003
date issued2003
identifier other%28asce%290733-9429%282003%29129%3A2%28110%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25502
description abstractThis study addresses the rolling and lifting probabilities for sediment entrainment by incorporating the probabilistic features of the turbulent fluctuation and bed grain geometry. The lognormally distributed instantaneous velocity and uniformly distributed initial grain position, along with a relation between lift coefficient and particle Reynolds number, are used to extend the theoretical formulation of the entrainment probabilities in smooth-bed flows. The two threshold conditions identified herein enable us to precisely define the probabilities of entrainment in the rolling and lifting modes. The results obtained in this study coincide well with the published data. The lifting probability increases monotonously with the dimensionless shear stress
publisherAmerican Society of Civil Engineers
titleRolling and Lifting Probabilities for Sediment Entrainment
typeJournal Paper
journal volume129
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2003)129:2(110)
treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 002
contenttypeFulltext


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