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    Miscible Displacement Porous Media: MOC Solution

    Source: Journal of Irrigation and Drainage Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author:
    Raz khaleel
    ,
    Donald L. Reddell
    DOI: 10.1061/(ASCE)0733-9437(1985)111:1(45)
    Publisher: American Society of Civil Engineers
    Abstract: The method of characteristics (MOC) was revised to solve convective‐dispersion equations in a two‐dimensional, integrated saturated‐unsaturated porous medium. Instead of usual bilinear interpolation schemes, the revised procedure utilizes a three‐way linear interpolation scheme to assign seepage velocities to moving points in a two‐dimensional grid system. The coordinates and concentrations of moving points reintroduced into the two‐dimensional system are assigned using a random distribution. The accuracy of the numerical simulator was tested by comparison with available analytical solutions, numerical solutions and field data. Comparisons provided excellent agreement in almost all cases. Considering the nonhomogeneous field conditions encountered in the experimental plot, the simulated results are considered to be very good. The MOC eliminated numerical dispersion in simulation of miscible displacement in saturated, as well as unsaturated soils. A typical two‐dimensional drainage problem was solved in a nonhomogeneous, integrated saturated‐unsaturated porous media using the revised MOC.
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      Miscible Displacement Porous Media: MOC Solution

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/26796
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorRaz khaleel
    contributor authorDonald L. Reddell
    date accessioned2017-05-08T20:46:38Z
    date available2017-05-08T20:46:38Z
    date copyrightMarch 1985
    date issued1985
    identifier other%28asce%290733-9437%281985%29111%3A1%2845%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26796
    description abstractThe method of characteristics (MOC) was revised to solve convective‐dispersion equations in a two‐dimensional, integrated saturated‐unsaturated porous medium. Instead of usual bilinear interpolation schemes, the revised procedure utilizes a three‐way linear interpolation scheme to assign seepage velocities to moving points in a two‐dimensional grid system. The coordinates and concentrations of moving points reintroduced into the two‐dimensional system are assigned using a random distribution. The accuracy of the numerical simulator was tested by comparison with available analytical solutions, numerical solutions and field data. Comparisons provided excellent agreement in almost all cases. Considering the nonhomogeneous field conditions encountered in the experimental plot, the simulated results are considered to be very good. The MOC eliminated numerical dispersion in simulation of miscible displacement in saturated, as well as unsaturated soils. A typical two‐dimensional drainage problem was solved in a nonhomogeneous, integrated saturated‐unsaturated porous media using the revised MOC.
    publisherAmerican Society of Civil Engineers
    titleMiscible Displacement Porous Media: MOC Solution
    typeJournal Paper
    journal volume111
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1985)111:1(45)
    treeJournal of Irrigation and Drainage Engineering:;1985:;Volume ( 111 ):;issue: 001
    contenttypeFulltext
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