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contributor authorIl Won Seo
contributor authorMyung Eun Lee
contributor authorKyong Oh Baek
date accessioned2017-05-08T20:46:00Z
date available2017-05-08T20:46:00Z
date copyrightFebruary 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A2%28196%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26441
description abstractTwo types of dispersion coefficient tensor for meandering channels were examined. The first type was estimated using measured vertical velocity profile in an S-curved channel, and the second type was based on the depth-averaged velocity field. A Petrov-Galerkin type finite element scheme was used in the numerical modeling, and the simulation results were compared with the experimental results from tracer tests in an S-curved channel. Comparison of the results show that the dispersion coefficient tensor obtained directly from velocity profiles provided a more realistic solution that can describe the abrupt expansion of tracer clouds in the transverse direction. Heterogeneous longitudinal and transverse dispersion coefficients were inversely estimated from the calculated dispersion coefficient tensor based on the velocity profiles. Extremely large transverse dispersion coefficients were formed at the apex of the channel bend, where there was a well-developed secondary current. The dimensionless transverse dispersion coefficient
publisherAmerican Society of Civil Engineers
title2D Modeling of Heterogeneous Dispersion in Meandering Channels
typeJournal Paper
journal volume134
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:2(196)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
contenttypeFulltext


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