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contributor authorMohamed Elhakeem
contributor authorJasim Imran
date accessioned2017-05-08T22:35:17Z
date available2017-05-08T22:35:17Z
date copyrightJune 2016
date issued2016
identifier other50768776.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83145
description abstractIn this study, a bedload model for nonuniform sediment is developed considering the density function of sediment entrainment with no active layer. The model is formulated based on physical considerations, dimensional reasoning, regression analysis, and laboratory data. Four parameters are incorporated in the model formulation, namely the Shields stress
publisherAmerican Society of Civil Engineers
titleBedload Model for Nonuniform Sediment
typeJournal Paper
journal volume142
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001139
treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 006
contenttypeFulltext


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