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    Fractional Ensemble Average Governing Equations of Transport by Time-Space Nonstationary Stochastic Fractional Advective Velocity and Fractional Dispersion. I: Theory

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 002
    Author:
    M. L. Kavvas
    ,
    S. Kim
    ,
    A. Ercan
    DOI: 10.1061/(ASCE)HE.1943-5584.0000992
    Publisher: American Society of Civil Engineers
    Abstract: In this study, starting from a time-space nonstationary general random walk formulation, the pure advection and advection-dispersion forms of the fractional ensemble average governing equations of solute transport by time-space nonstationary stochastic flow fields were developed. In the case of the purely advective fractional ensemble average equation of transport, the advection coefficient is a fractional ensemble average advective flow velocity in fractional time and space that is dependent on both space and time. As such, in this case, the time-space nonstationarity of the stochastic advective flow velocity is directly reflected in terms of its mean behavior in the fractional ensemble average transport equation. In fact, the derived purely advective form represents the Lagrangian derivation of the ensemble average mass conservation equation for solute transport in fractional time-space. In the case of the fractional ensemble average advection-dispersion transport equation, the moment and cumulant forms of the equation are derived separately. In the moment form of the fractional ensemble average advection-dispersion equation of transport, the advection coefficient emerges as a combination of the fractional ensemble average advective flow velocity in fractional time and space with an advective term that is due to dispersion. The fractional dispersion coefficient emerges as a
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      Fractional Ensemble Average Governing Equations of Transport by Time-Space Nonstationary Stochastic Fractional Advective Velocity and Fractional Dispersion. I: Theory

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    contributor authorM. L. Kavvas
    contributor authorS. Kim
    contributor authorA. Ercan
    date accessioned2017-05-08T22:19:51Z
    date available2017-05-08T22:19:51Z
    date copyrightFebruary 2015
    date issued2015
    identifier other41216638.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77846
    description abstractIn this study, starting from a time-space nonstationary general random walk formulation, the pure advection and advection-dispersion forms of the fractional ensemble average governing equations of solute transport by time-space nonstationary stochastic flow fields were developed. In the case of the purely advective fractional ensemble average equation of transport, the advection coefficient is a fractional ensemble average advective flow velocity in fractional time and space that is dependent on both space and time. As such, in this case, the time-space nonstationarity of the stochastic advective flow velocity is directly reflected in terms of its mean behavior in the fractional ensemble average transport equation. In fact, the derived purely advective form represents the Lagrangian derivation of the ensemble average mass conservation equation for solute transport in fractional time-space. In the case of the fractional ensemble average advection-dispersion transport equation, the moment and cumulant forms of the equation are derived separately. In the moment form of the fractional ensemble average advection-dispersion equation of transport, the advection coefficient emerges as a combination of the fractional ensemble average advective flow velocity in fractional time and space with an advective term that is due to dispersion. The fractional dispersion coefficient emerges as a
    publisherAmerican Society of Civil Engineers
    titleFractional Ensemble Average Governing Equations of Transport by Time-Space Nonstationary Stochastic Fractional Advective Velocity and Fractional Dispersion. I: Theory
    typeJournal Paper
    journal volume20
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000992
    treeJournal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 002
    contenttypeFulltext
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