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contributor authorAmbuj Dwivedi
contributor authorBruce Melville
contributor authorArved J. Raudkivi
contributor authorAsaad Y. Shamseldin
contributor authorYee-Meng Chiew
date accessioned2017-05-08T21:51:32Z
date available2017-05-08T21:51:32Z
date copyrightDecember 2012
date issued2012
identifier other%28asce%29hy%2E1943-7900%2E0000660.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64492
description abstractLaboratory experiments of sediment entrainment were carried out in a flume for different flow configurations with particle image velocimetry (PIV) used to measure the flow velocity. The experiments were done in a low submergence condition. Measurements revealed that the vertical distribution of streamwise flow velocity at the instant of entrainment is significantly different from the temporal mean flow profile. The role of turbulence for a given flow depth is found to decrease with an increase in exposure of the particle. An expression for threshold velocity is proposed that accurately represents the enhanced near-bed turbulence during entrainment. A Shields-type parameter, expressed in terms of critical near-bed flow velocity rather than shear velocity, is used to define the sediment transport threshold.
publisherAmerican Society of Civil Engineers
titleRole of Turbulence and Particle Exposure on Entrainment of Large Spherical Particles in Flows with Low Relative Submergence
typeJournal Paper
journal volume138
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000632
treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 012
contenttypeFulltext


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