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    Spatially Variable Dispersion Coefficients in Meandering Channels

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 002
    Author:
    Myung Eun Lee
    ,
    Il Won Seo
    DOI: 10.1061/(ASCE)HY.1943-7900.0000669
    Publisher: American Society of Civil Engineers
    Abstract: To analyze the spatial variability of two-dimensional dispersion coefficients in meandering channels, an observed dispersion tensor was calculated by applying a theoretical equation to the measured velocity profiles of two laboratory channels. From the observed dispersion tensor, local longitudinal and transverse dispersion coefficients were estimated by the least squares method. In both channels, the spatial variation in the dispersion coefficients was found to be strongly dependent on the specific location within the channel, because alternating bends in channels induces the periodic generation of secondary currents that alter the magnitude of transverse dispersion. Dimensionless transverse dispersion coefficients of each measurement section vary from 0.33 to 1.14 for the M1 channel and from 0.63 to 3.40 in the M2 channel around the entrance and apex of the second bend. The maximum negative correlation occurred near the apex of the channels because of the separation of the point of maximum primary velocity and the center of the circulation cells by the complex flow structure in the meandering channel.
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      Spatially Variable Dispersion Coefficients in Meandering Channels

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    contributor authorMyung Eun Lee
    contributor authorIl Won Seo
    date accessioned2017-05-08T21:51:37Z
    date available2017-05-08T21:51:37Z
    date copyrightFebruary 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000695.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64530
    description abstractTo analyze the spatial variability of two-dimensional dispersion coefficients in meandering channels, an observed dispersion tensor was calculated by applying a theoretical equation to the measured velocity profiles of two laboratory channels. From the observed dispersion tensor, local longitudinal and transverse dispersion coefficients were estimated by the least squares method. In both channels, the spatial variation in the dispersion coefficients was found to be strongly dependent on the specific location within the channel, because alternating bends in channels induces the periodic generation of secondary currents that alter the magnitude of transverse dispersion. Dimensionless transverse dispersion coefficients of each measurement section vary from 0.33 to 1.14 for the M1 channel and from 0.63 to 3.40 in the M2 channel around the entrance and apex of the second bend. The maximum negative correlation occurred near the apex of the channels because of the separation of the point of maximum primary velocity and the center of the circulation cells by the complex flow structure in the meandering channel.
    publisherAmerican Society of Civil Engineers
    titleSpatially Variable Dispersion Coefficients in Meandering Channels
    typeJournal Paper
    journal volume139
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000669
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 002
    contenttypeFulltext
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