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contributor authorK. Yam
contributor authorA. D. Burns
contributor authorD. B. Ingham
contributor authorW. D. McCaffrey
date accessioned2017-05-08T21:51:52Z
date available2017-05-08T21:51:52Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29hy%2E1943-7900%2E0000825.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64661
description abstractWe derive a simple theoretical model for estimating the change in the magnitude of the particle slip velocity and the deflection in the trajectory of a particle induced by the lift force acting on a freely rotating particle settling under gravity in a shear flow. The lift force on the particle in small, intermediate, and large particle Reynolds number, is studied. We have found that the magnitude of the slip velocity is always reduced by the lift force, implying reduced particle settling velocities. The reduction in the slip velocity and the angle of deflection are the greatest when the shear is the greatest and the particle Reynolds number is the smallest. However, these effects decrease as the particle Reynolds number becomes larger. The derived equations are applied to evaluate the effect of the lift force on particle transport within turbidity currents, on the entrainment of small particles embedded in the lower boundary of a shear flow, and on sediment-laden open-channel flow.
publisherAmerican Society of Civil Engineers
titleInfluence of Lift Force on the Settling Velocities of Rotating Particles in Two-Dimensional Shear Flow
typeJournal Paper
journal volume139
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000792
treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 012
contenttypeFulltext


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