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contributor authorJulián Aguirre-Pe
contributor authorMarı´a L. Olivero
contributor authorAlix T. Moncada
date accessioned2017-05-08T20:44:33Z
date available2017-05-08T20:44:33Z
date copyrightJune 2003
date issued2003
identifier other%28asce%290733-9429%282003%29129%3A6%28428%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25560
description abstractIt has been established that for ratios of flow depth to bed particle diameter less than ten (flow on very rough boundaries) neither the Reynolds number of the solid loose particles at a stream bed nor the Shields parameter are adequate variables to predict critical flow conditions for the initiation of motion. A particle densimetric Froude number
publisherAmerican Society of Civil Engineers
titleParticle Densimetric Froude Number for Estimating Sediment Transport
typeJournal Paper
journal volume129
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2003)129:6(428)
treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
contenttypeFulltext


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