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    Evaluation of Dispersion Coefficients in Meandering Channels from Transient Tracer Tests

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author:
    Kyong Oh Baek
    ,
    Il Won Seo
    ,
    Seong Jin Jeong
    DOI: 10.1061/(ASCE)0733-9429(2006)132:10(1021)
    Publisher: American Society of Civil Engineers
    Abstract: Mixing characteristics of conservative pollutants were examined two-dimensionally in a laboratory meandering channel, and a method to compute the dispersion coefficients was developed based on the measured concentration data. To investigate how the hydrodynamics influences pollutant mixing in meandering channels, both flow and tracer experiments were conducted in an S-curved laboratory channel. A two-dimensional routing procedure was presented to evaluate the longitudinal dispersion coefficient as well as the transverse dispersion coefficient under the unsteady concentration condition. The results of the tracer experiments showed that the tracer cloud behaved quite differently depending on whether or not the tracer cloud was transported following the filament of maximum velocity. Also, separation and reemerging of the tracer cloud were promoted by secondary currents. The observed transverse dispersion coefficients obtained by the routing procedure were close to those obtained by existing moment methods. The transverse dispersion coefficient tended to increase with an increasing aspect ratio, whereas it is not sensitive to the injection location. However, the longitudinal dispersion coefficient was sensitive to the injection location as well as the aspect ratio.
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      Evaluation of Dispersion Coefficients in Meandering Channels from Transient Tracer Tests

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26000
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    contributor authorKyong Oh Baek
    contributor authorIl Won Seo
    contributor authorSeong Jin Jeong
    date accessioned2017-05-08T20:45:17Z
    date available2017-05-08T20:45:17Z
    date copyrightOctober 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A10%281021%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26000
    description abstractMixing characteristics of conservative pollutants were examined two-dimensionally in a laboratory meandering channel, and a method to compute the dispersion coefficients was developed based on the measured concentration data. To investigate how the hydrodynamics influences pollutant mixing in meandering channels, both flow and tracer experiments were conducted in an S-curved laboratory channel. A two-dimensional routing procedure was presented to evaluate the longitudinal dispersion coefficient as well as the transverse dispersion coefficient under the unsteady concentration condition. The results of the tracer experiments showed that the tracer cloud behaved quite differently depending on whether or not the tracer cloud was transported following the filament of maximum velocity. Also, separation and reemerging of the tracer cloud were promoted by secondary currents. The observed transverse dispersion coefficients obtained by the routing procedure were close to those obtained by existing moment methods. The transverse dispersion coefficient tended to increase with an increasing aspect ratio, whereas it is not sensitive to the injection location. However, the longitudinal dispersion coefficient was sensitive to the injection location as well as the aspect ratio.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Dispersion Coefficients in Meandering Channels from Transient Tracer Tests
    typeJournal Paper
    journal volume132
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:10(1021)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 010
    contenttypeFulltext
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