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    Asymptotic Solutions for One-Dimensional Dispersion in Rivers

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author:
    Bruce Hunt
    DOI: 10.1061/(ASCE)0733-9429(2006)132:1(87)
    Publisher: American Society of Civil Engineers
    Abstract: One-dimensional dispersion in a river from an instantaneous point source is examined by using asymptotic solutions from three different models. The first solution is obtained for the Hays dead-zone equations. In comparison with the Taylor solution, the only major change seems to be that dead zones retard downstream movement of concentration peaks without changing either peak decay rates or tail geometries on concentration-time distributions. A second solution allows the dispersion coefficient to increase with
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      Asymptotic Solutions for One-Dimensional Dispersion in Rivers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25995
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    contributor authorBruce Hunt
    date accessioned2017-05-08T20:45:16Z
    date available2017-05-08T20:45:16Z
    date copyrightJanuary 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A1%2887%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25995
    description abstractOne-dimensional dispersion in a river from an instantaneous point source is examined by using asymptotic solutions from three different models. The first solution is obtained for the Hays dead-zone equations. In comparison with the Taylor solution, the only major change seems to be that dead zones retard downstream movement of concentration peaks without changing either peak decay rates or tail geometries on concentration-time distributions. A second solution allows the dispersion coefficient to increase with
    publisherAmerican Society of Civil Engineers
    titleAsymptotic Solutions for One-Dimensional Dispersion in Rivers
    typeJournal Paper
    journal volume132
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:1(87)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 001
    contenttypeFulltext
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