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    Estimation of the Longitudinal Dispersion Coefficient Using the Velocity Profile in Natural Streams

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author:
    Il Won Seo
    ,
    Kyong Oh Baek
    DOI: 10.1061/(ASCE)0733-9429(2004)130:3(227)
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a theoretical method for predicting the longitudinal dispersion coefficient is developed based on the transverse velocity distribution in natural streams. Equations of the transverse velocity profile for irregular cross sections of the natural streams are analyzed. Among the velocity profile equations tested in this study, the beta distribution equation, which is a probability density function, is considered to be the most appropriate model for explaining the complex behavior of the transverse velocity structure of irregular natural streams. The new equation for the longitudinal dispersion coefficient that is based on the beta function for the transverse velocity profile is developed. A comparison of the proposed equation with existing equations and the observed longitudinal dispersion coefficient reveals that the proposed equation shows better agreement with the observed data compared to other existing equations.
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      Estimation of the Longitudinal Dispersion Coefficient Using the Velocity Profile in Natural Streams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25695
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    • Journal of Hydraulic Engineering

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    contributor authorIl Won Seo
    contributor authorKyong Oh Baek
    date accessioned2017-05-08T20:44:47Z
    date available2017-05-08T20:44:47Z
    date copyrightMarch 2004
    date issued2004
    identifier other%28asce%290733-9429%282004%29130%3A3%28227%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25695
    description abstractIn this study, a theoretical method for predicting the longitudinal dispersion coefficient is developed based on the transverse velocity distribution in natural streams. Equations of the transverse velocity profile for irregular cross sections of the natural streams are analyzed. Among the velocity profile equations tested in this study, the beta distribution equation, which is a probability density function, is considered to be the most appropriate model for explaining the complex behavior of the transverse velocity structure of irregular natural streams. The new equation for the longitudinal dispersion coefficient that is based on the beta function for the transverse velocity profile is developed. A comparison of the proposed equation with existing equations and the observed longitudinal dispersion coefficient reveals that the proposed equation shows better agreement with the observed data compared to other existing equations.
    publisherAmerican Society of Civil Engineers
    titleEstimation of the Longitudinal Dispersion Coefficient Using the Velocity Profile in Natural Streams
    typeJournal Paper
    journal volume130
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:3(227)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
    contenttypeFulltext
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