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contributor authorIsmail Celik
contributor authorWolfgang Rodi
date accessioned2017-05-08T20:40:04Z
date available2017-05-08T20:40:04Z
date copyrightOctober 1988
date issued1988
identifier other%28asce%290733-9429%281988%29114%3A10%281157%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22915
description abstractA mathematical model is presented for calculating suspended sediment transport in unidirectional channel flow under general, nonequilibrium conditions. The model consists of a flexible hydrodynamic component for calculating the flow field and the turbulence characteristics and a scalar transport model. The former employs the
publisherAmerican Society of Civil Engineers
titleModeling Suspended Sediment Transport in Nonequilibrium Situations
typeJournal Paper
journal volume114
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1988)114:10(1157)
treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 010
contenttypeFulltext


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