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    2D Modeling of Heterogeneous Dispersion in Meandering Channels

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author:
    Il Won Seo
    ,
    Myung Eun Lee
    ,
    Kyong Oh Baek
    DOI: 10.1061/(ASCE)0733-9429(2008)134:2(196)
    Publisher: American Society of Civil Engineers
    Abstract: Two 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
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      2D Modeling of Heterogeneous Dispersion in Meandering Channels

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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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