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contributor authorErik A. Toorman
date accessioned2017-05-08T20:46:17Z
date available2017-05-08T20:46:17Z
date copyrightSeptember 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A9%281225%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26594
description abstractEulerian equations for the vertical flux and momentum of suspended particles in dilute sediment-laden open-channel flow in equilibrium have been derived using the two-fluid approach. Reynolds averaging has been applied in order to allow validation of individual terms with experimental data. Consideration of the various terms of the vertical momentum balance with experimental flume data indicates that the drag force has to be separated into a mean and a turbulent contribution with different timescales, respectively, the (gravitational) particle timescale and the integral turbulence timescale. The resulting formulation further provides a new theoretical closure for the turbulent Schmidt number.
publisherAmerican Society of Civil Engineers
titleVertical Mixing in the Fully Developed Turbulent Layer of Sediment-Laden Open-Channel Flow
typeJournal Paper
journal volume134
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:9(1225)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
contenttypeFulltext


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