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    Transport in Lake Water Quality Modeling

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author:
    Peter Shanahan
    ,
    Donald R. F. Harleman
    DOI: 10.1061/(ASCE)0733-9372(1984)110:1(42)
    Publisher: American Society of Civil Engineers
    Abstract: The relationship between model formulation and dispersive transport is examined for lake water quality models. Two basic model types are identified: (1) The finite difference model (a continuum approach); and (2) the multiple‐box model (a discrete approach). Analysis of these two approaches indicates that the multiple‐box model formulation introduces substantial implicit dispersion as a consequence of its discrete structure. Due to this implicit dispersion, multiple‐box model exchange flow or dispersion parameters cannot be determined directly based on the hydrodynamics of the prototype lake—only calibration is a viable approach. A systematic procedure to construct and calibrate multiple‐box models that accounts for the model's implicit dispersion is presented.
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      Transport in Lake Water Quality Modeling

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31288
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    • Journal of Environmental Engineering

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    contributor authorPeter Shanahan
    contributor authorDonald R. F. Harleman
    date accessioned2017-05-08T20:54:27Z
    date available2017-05-08T20:54:27Z
    date copyrightFebruary 1984
    date issued1984
    identifier other%28asce%290733-9372%281984%29110%3A1%2842%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31288
    description abstractThe relationship between model formulation and dispersive transport is examined for lake water quality models. Two basic model types are identified: (1) The finite difference model (a continuum approach); and (2) the multiple‐box model (a discrete approach). Analysis of these two approaches indicates that the multiple‐box model formulation introduces substantial implicit dispersion as a consequence of its discrete structure. Due to this implicit dispersion, multiple‐box model exchange flow or dispersion parameters cannot be determined directly based on the hydrodynamics of the prototype lake—only calibration is a viable approach. A systematic procedure to construct and calibrate multiple‐box models that accounts for the model's implicit dispersion is presented.
    publisherAmerican Society of Civil Engineers
    titleTransport in Lake Water Quality Modeling
    typeJournal Paper
    journal volume110
    journal issue1
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1984)110:1(42)
    treeJournal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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