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    Interlayer Diffusive Transfer and Transport of Contaminants in Stratified Formation. I: Theory

    Source: Journal of Hydrologic Engineering:;1998:;Volume ( 003 ):;issue: 004
    Author:
    Mohamed M. Hantush
    ,
    Miguel A. Mariño
    DOI: 10.1061/(ASCE)1084-0699(1998)3:4(232)
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with modeling depth-averaged solute transport and lateral-diffusive transfer in a two-layer system of contrasting permeabilities. Two-dimensional transport equations are developed, by averaging the local three-dimensional transport equations vertically across the high- and low-permeability layers. The equations account for interlayer mass transfer and the capacitance of the low-permeability layer to store and release reactive constituents by diffusion. The theory indicates that a first-order rate model can describe the process of interlayer mass transfer under quasi-steady condition. An expression for the mass-transfer rate coefficient α is obtained in terms of the transverse diffusion time (or diffusion rates) across the layers. In particular, the diffusion time in the high-permeability layer is related to transverse-vertical dispersion that accounts for the effect of mechanical mixing on the interlayer mass transfer. For small capacity ratio β< 1 the rate coefficient α shows a linear dependence on the pore-water velocity, and a linear approximation is obtained in terms of a Peclet number, in which the transverse-vertical dispersivity is the characteristic length scale. Application to previously published experimental data highlighted the applicability and limitations of the first-order rate model.
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      Interlayer Diffusive Transfer and Transport of Contaminants in Stratified Formation. I: Theory

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49424
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    contributor authorMohamed M. Hantush
    contributor authorMiguel A. Mariño
    date accessioned2017-05-08T21:23:12Z
    date available2017-05-08T21:23:12Z
    date copyrightOctober 1998
    date issued1998
    identifier other%28asce%291084-0699%281998%293%3A4%28232%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49424
    description abstractThis paper deals with modeling depth-averaged solute transport and lateral-diffusive transfer in a two-layer system of contrasting permeabilities. Two-dimensional transport equations are developed, by averaging the local three-dimensional transport equations vertically across the high- and low-permeability layers. The equations account for interlayer mass transfer and the capacitance of the low-permeability layer to store and release reactive constituents by diffusion. The theory indicates that a first-order rate model can describe the process of interlayer mass transfer under quasi-steady condition. An expression for the mass-transfer rate coefficient α is obtained in terms of the transverse diffusion time (or diffusion rates) across the layers. In particular, the diffusion time in the high-permeability layer is related to transverse-vertical dispersion that accounts for the effect of mechanical mixing on the interlayer mass transfer. For small capacity ratio β< 1 the rate coefficient α shows a linear dependence on the pore-water velocity, and a linear approximation is obtained in terms of a Peclet number, in which the transverse-vertical dispersivity is the characteristic length scale. Application to previously published experimental data highlighted the applicability and limitations of the first-order rate model.
    publisherAmerican Society of Civil Engineers
    titleInterlayer Diffusive Transfer and Transport of Contaminants in Stratified Formation. I: Theory
    typeJournal Paper
    journal volume3
    journal issue4
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(1998)3:4(232)
    treeJournal of Hydrologic Engineering:;1998:;Volume ( 003 ):;issue: 004
    contenttypeFulltext
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