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dc.contributor.authorIl Won Seo
dc.contributor.authorMyung Eun Lee
dc.contributor.authorKyong Oh Baek
dc.date.accessioned2017-05-08T20:46:00Z
dc.date.available2017-05-08T20:46:00Z
dc.date.copyrightFebruary 2008
dc.date.issued2008
dc.identifier.other%28asce%290733-9429%282008%29134%3A2%28196%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/26441
dc.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
dc.publisherAmerican Society of Civil Engineers
dc.title2D Modeling of Heterogeneous Dispersion in Meandering Channels
dc.typeJournal Paper
dc.journal.volume134
dc.journal.issue2
dc.journal.titleJournal of Hydraulic Engineering
dc.identifier.doi10.1061/(ASCE)0733-9429(2008)134:2(196)
dc.treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
dc.contenttypeFulltext


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