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    Solute Transport in a Semi-Infinite Geological Formation with Variable Porosity

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 011
    Author:
    Mritunjay Kumar Singh
    ,
    Pintu Das
    ,
    Vijay P. Singh
    DOI: 10.1061/(ASCE)EM.1943-7889.0000948
    Publisher: American Society of Civil Engineers
    Abstract: Using the Laplace integral transform technique (LITT), an analytical solution to the advection–dispersion–reaction (ADR) equation for a semi-infinite homogeneous geological formation is derived, considering the effect of a retardation factor, zero-order production, and a first-order decay constant. The initial pollutant concentration is considered space dependent in the direction of longitudinal flow in the formation (i.e., aquifer and aquitard). At one end of the aquifer, i.e., the origin, pollutant through time-dependent source concentration is taken into account; but at the other end of the aquifer, the concentration gradient is assumed to be zero due to the uniform flow of the contaminant with respect to the spatial variable. The analytical solution may help evaluate the pattern of concentration for exponentially decreasing or sinusoidally varying unsteady flow in different types of geological formations with average porosity values. The analytical solution is compared with a numerical solution, and they are found to be in very good agreement. The accuracy of the solution is verified with root-mean-square-error (RMSE or RMS-error) analysis.
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      Solute Transport in a Semi-Infinite Geological Formation with Variable Porosity

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/82277
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    contributor authorMritunjay Kumar Singh
    contributor authorPintu Das
    contributor authorVijay P. Singh
    date accessioned2017-05-08T22:32:27Z
    date available2017-05-08T22:32:27Z
    date copyrightNovember 2015
    date issued2015
    identifier other48944311.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82277
    description abstractUsing the Laplace integral transform technique (LITT), an analytical solution to the advection–dispersion–reaction (ADR) equation for a semi-infinite homogeneous geological formation is derived, considering the effect of a retardation factor, zero-order production, and a first-order decay constant. The initial pollutant concentration is considered space dependent in the direction of longitudinal flow in the formation (i.e., aquifer and aquitard). At one end of the aquifer, i.e., the origin, pollutant through time-dependent source concentration is taken into account; but at the other end of the aquifer, the concentration gradient is assumed to be zero due to the uniform flow of the contaminant with respect to the spatial variable. The analytical solution may help evaluate the pattern of concentration for exponentially decreasing or sinusoidally varying unsteady flow in different types of geological formations with average porosity values. The analytical solution is compared with a numerical solution, and they are found to be in very good agreement. The accuracy of the solution is verified with root-mean-square-error (RMSE or RMS-error) analysis.
    publisherAmerican Society of Civil Engineers
    titleSolute Transport in a Semi-Infinite Geological Formation with Variable Porosity
    typeJournal Paper
    journal volume141
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000948
    treeJournal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 011
    contenttypeFulltext
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