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contributor authorBruce A. DeVantier
contributor authorBruce E. Larock
date accessioned2017-05-08T20:38:23Z
date available2017-05-08T20:38:23Z
date copyrightDecember 1983
date issued1983
identifier other%28asce%290733-9429%281983%29109%3A12%281622%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22019
description abstractA mathematical model of sediment laden, density affected turbulent flows is presented. The finite element technique is used in conjunction with the Newton iterative method to solve the resulting partial differential equations. The model satisfactorily predicts velocity and concentration profiles for unidirectional open channel flows. It is concluded that the model can justifiably be extended to multidimensional flows.
publisherAmerican Society of Civil Engineers
titleSediment Transport in Stratified Turbulent Flow
typeJournal Paper
journal volume109
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1983)109:12(1622)
treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
contenttypeFulltext


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