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    Two‐Dimensional Mixing in Rivers with Unsteady Pollutant Source

    Source: Journal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author:
    G. K. Y. Luk
    ,
    Y. L. Lau
    ,
    W. E. Watt
    DOI: 10.1061/(ASCE)0733-9372(1990)116:1(125)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model, the mixing analysis based on the Concept of Stream Tubes (MABOCOST), has been developed for the analysis of two‐dimensional, transient mixing of nonconservative substances in natural streams. The model can be applied to steady flows in sinuous, nonprismatic channels. A curvilinear coordinate system is used to account for variations in velocity, depth, and channel curvature. By dividing the stream tubes into variable length elements so that the Courant number for the grid space is always equal to unity, the problem of numerical diffusion and dispersion in the computation of streamwise advection is avoided. The model has been verified with analytical solutions for the cases of simple advection, continuous line source and instantaneous injection. Dispersion experiments were carried out in a sinuous channel with irregular bottom topography, using both slug injection and a variable rate injection of tracer. Measured time‐concentration data agree quite well with predictions using MABOCOST.
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      Two‐Dimensional Mixing in Rivers with Unsteady Pollutant Source

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/37987
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    contributor authorG. K. Y. Luk
    contributor authorY. L. Lau
    contributor authorW. E. Watt
    date accessioned2017-05-08T21:04:58Z
    date available2017-05-08T21:04:58Z
    date copyrightFebruary 1990
    date issued1990
    identifier other%28asce%290733-9372%281990%29116%3A1%28125%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37987
    description abstractA numerical model, the mixing analysis based on the Concept of Stream Tubes (MABOCOST), has been developed for the analysis of two‐dimensional, transient mixing of nonconservative substances in natural streams. The model can be applied to steady flows in sinuous, nonprismatic channels. A curvilinear coordinate system is used to account for variations in velocity, depth, and channel curvature. By dividing the stream tubes into variable length elements so that the Courant number for the grid space is always equal to unity, the problem of numerical diffusion and dispersion in the computation of streamwise advection is avoided. The model has been verified with analytical solutions for the cases of simple advection, continuous line source and instantaneous injection. Dispersion experiments were carried out in a sinuous channel with irregular bottom topography, using both slug injection and a variable rate injection of tracer. Measured time‐concentration data agree quite well with predictions using MABOCOST.
    publisherAmerican Society of Civil Engineers
    titleTwo‐Dimensional Mixing in Rivers with Unsteady Pollutant Source
    typeJournal Paper
    journal volume116
    journal issue1
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1990)116:1(125)
    treeJournal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 001
    contenttypeFulltext
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