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    Modeling DO Conditions in Streams with Dispersion

    Source: Journal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author:
    Antonis D. Koussis
    ,
    Prashant Kokitkar
    ,
    Adosh Mehta
    DOI: 10.1061/(ASCE)0733-9372(1990)116:3(601)
    Publisher: American Society of Civil Engineers
    Abstract: The tightening of dissolved oxygen (DO) standards in recent years suggests the employment of an accurate predictive method of the BOD‐DO conditions in streams. An advanced method should account for dispersion, which can be significant under transient loadings and attendant large concentration gradients. Such a numerical algorithm is presented in this paper; it is based on the premise that advection is the dominant but not exclusive transport mechanism. The method is accurate (can resolve steep fronts), efficient, robust, and easy to implement. The proposed model has been validated against exact and perturbation‐derived analytical solutions. It has been shown to perform well under quite severe transient source loadings, conditions in which the error of the classical Streeter‐Phelps model is sizeable.
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      Modeling DO Conditions in Streams with Dispersion

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70924
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    • Journal of Environmental Engineering

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    contributor authorAntonis D. Koussis
    contributor authorPrashant Kokitkar
    contributor authorAdosh Mehta
    date accessioned2017-05-08T22:05:15Z
    date available2017-05-08T22:05:15Z
    date copyrightMay 1990
    date issued1990
    identifier other18447009.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70924
    description abstractThe tightening of dissolved oxygen (DO) standards in recent years suggests the employment of an accurate predictive method of the BOD‐DO conditions in streams. An advanced method should account for dispersion, which can be significant under transient loadings and attendant large concentration gradients. Such a numerical algorithm is presented in this paper; it is based on the premise that advection is the dominant but not exclusive transport mechanism. The method is accurate (can resolve steep fronts), efficient, robust, and easy to implement. The proposed model has been validated against exact and perturbation‐derived analytical solutions. It has been shown to perform well under quite severe transient source loadings, conditions in which the error of the classical Streeter‐Phelps model is sizeable.
    publisherAmerican Society of Civil Engineers
    titleModeling DO Conditions in Streams with Dispersion
    typeJournal Paper
    journal volume116
    journal issue3
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1990)116:3(601)
    treeJournal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 003
    contenttypeFulltext
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