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contributor authorShou-young Chang
contributor authorChin-lien Yen
date accessioned2017-05-08T20:44:16Z
date available2017-05-08T20:44:16Z
date copyrightMarch 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A3%28331%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25345
description abstractTwo general dispersion models suitable for nonequilibrium bed-load transport were constructed. The first one, called the P model, is based on the probability of migration for specific groups of sediment particles. The second one, called the D model, is derived from the advection equation discretized in finite-difference form, which is equivalent to the general dispersion equation. By comparing these models, it is found that the D model can be treated like the P model in some respects. The Courant number,
publisherAmerican Society of Civil Engineers
titleSimulation of Bed-Load Dispersion Process
typeJournal Paper
journal volume128
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:3(331)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 003
contenttypeFulltext


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