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contributor authorJinren Ni
contributor authorXiangjiang Huang
contributor authorAlistair G. L. Borthwick
date accessioned2017-05-08T22:40:00Z
date available2017-05-08T22:40:00Z
date copyrightDecember 2003
date issued2003
identifier other%28asce%290733-9399%282003%29129%3A12%281489%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85683
description abstractMicroscopic and macroscopic characteristics of hyperconcentrated sediment-laden flows are investigated using kinetic theory for differing concentrations of non-cohesive sediment particles. Variations in the microscopic particle velocity distribution function and in derived macroscopic variables such as the particle mean velocity, particle fluctuating velocity, and particle number per unit volume are discussed. Analysis of the microscopic characteristics shows that the peak value of the particle velocity probability density distribution function decreases with increasing vertically averaged volumetric (or mean) particle concentration
publisherAmerican Society of Civil Engineers
titleCharacteristics of Hyperconcentrated Sediment-Laden Flows
typeJournal Paper
journal volume129
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2003)129:12(1489)
treeJournal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 012
contenttypeFulltext


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