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contributor authorA. N. Papanicolaou
contributor authorP. Diplas
contributor authorN. Evaggelopoulos
contributor authorS. Fotopoulos
date accessioned2017-05-08T20:44:17Z
date available2017-05-08T20:44:17Z
date copyrightApril 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A4%28369%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25354
description abstractIncipient motion criteria based solely on time-averaged bed shear stress may underpredict sediment transport. The focus of this study is on the stochastic aspect of the problem of incipient motion. Specifically, the role of near-bed turbulent structures and bed packing density on the commencement of sediment motion is investigated. The cornerstone of the proposed model is based on the concept that the particle motion is governed by the intermittent nature of near-bed turbulence. Based on this mechanism, in this article we provide a quantitative model for predicting the commencement of sediment entrainment for the first time under three representative bed packing densities corresponding to the isolated, wake interference, and skimming flow regimes. The performance of the proposed model is compared to published experimental data and the “conventional” approach that is based on the consideration that flow parameters are statistically well represented by a normal distribution.
publisherAmerican Society of Civil Engineers
titleStochastic Incipient Motion Criterion for Spheres under Various Bed Packing Conditions
typeJournal Paper
journal volume128
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:4(369)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 004
contenttypeFulltext


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