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contributor authorGuangqian Wang
contributor authorXudong Fu
contributor authorYuefei Huang
contributor authorGordon Huang
date accessioned2017-05-08T20:46:03Z
date available2017-05-08T20:46:03Z
date copyrightMarch 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A3%28328%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26461
description abstractThis paper presents a comprehensive analysis of suspended sediment transport in open channels under various flow conditions through a kinetic-model-based simulation. The kinetic model, accounting for both sediment-turbulence and sediment-sediment interactions, successfully represents experimentally observed diffusion and transport characteristics of suspended sediments with different densities and sizes. Without tuning any model coefficients, the nonmonotonic concentration distribution and the noticeable lag velocity with a negative value close to the wall are reasonably reproduced. Examination of flow conditions typical of suspension dominated rivers shows that the conventional method may overestimate or underestimate unit suspended-sediment discharge, depending on the Rouse number, sediment size, as well as shear velocity. The error may be less than 20% for
publisherAmerican Society of Civil Engineers
titleAnalysis of Suspended Sediment Transport in Open-Channel Flows: Kinetic-Model-Based Simulation
typeJournal Paper
journal volume134
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:3(328)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 003
contenttypeFulltext


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