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    Semianalytical Solution for Nonequilibrium Sorption of Pollutant Transport in Streams

    Source: Journal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author:
    Muthukrishnavellaisamy Kumarasamy
    ,
    Govinda C. Mishra
    ,
    Narayan C. Ghosh
    ,
    Mitthan L. Kansal
    DOI: 10.1061/(ASCE)EE.1943-7870.0000421
    Publisher: American Society of Civil Engineers
    Abstract: During pollutant transport in a stream, many pollutants get adsorbed in the streambed materials and are subsequently released. A conceptual hybrid-cells-in-series model for adsorption (HCIS-A), which consists of a plug flow zone and two thoroughly mixed zones of unequal residence times, has been developed to simulate adsorption-desorption in addition to advection and dispersion processes. Sorption processes governed by first-order mass exchange kinetics along with advection in the plug flow zone have been solved analytically using the Laplace transform technique. Analytical solutions have been derived for transport of pollutants through the first and second thoroughly mixed zones of the hybrid model considering sorption. Using the convolution technique and ramp kernel coefficients, the pollutants have been routed through all the zones to derive a semianalytical solution at the end of first hybrid unit. The advantages of this conceptual hybrid model are (1) the conversion of the second-order partial differential equation to a first-order ordinary differential equation; (2) the model’s capacity to incorporate variation of stream geometry and flow velocity in different stream reaches; and (3) the model’s capability to incorporate sorption kinetics. The responses of the hybrid model correspond to the finite-difference solutions of the partial differential equation (PDE) that accounts for advection, dispersion, and adsorption. The first arrival time of the pollutant downstream of a point disposal has been estimated. This is not clearly identified in other models. The effect of sorption on pollutant transport was studied and demonstrated in various
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      Semianalytical Solution for Nonequilibrium Sorption of Pollutant Transport in Streams

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/59847
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    • Journal of Environmental Engineering

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    contributor authorMuthukrishnavellaisamy Kumarasamy
    contributor authorGovinda C. Mishra
    contributor authorNarayan C. Ghosh
    contributor authorMitthan L. Kansal
    date accessioned2017-05-08T21:42:02Z
    date available2017-05-08T21:42:02Z
    date copyrightNovember 2011
    date issued2011
    identifier other%28asce%29ee%2E1943-7870%2E0000429.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59847
    description abstractDuring pollutant transport in a stream, many pollutants get adsorbed in the streambed materials and are subsequently released. A conceptual hybrid-cells-in-series model for adsorption (HCIS-A), which consists of a plug flow zone and two thoroughly mixed zones of unequal residence times, has been developed to simulate adsorption-desorption in addition to advection and dispersion processes. Sorption processes governed by first-order mass exchange kinetics along with advection in the plug flow zone have been solved analytically using the Laplace transform technique. Analytical solutions have been derived for transport of pollutants through the first and second thoroughly mixed zones of the hybrid model considering sorption. Using the convolution technique and ramp kernel coefficients, the pollutants have been routed through all the zones to derive a semianalytical solution at the end of first hybrid unit. The advantages of this conceptual hybrid model are (1) the conversion of the second-order partial differential equation to a first-order ordinary differential equation; (2) the model’s capacity to incorporate variation of stream geometry and flow velocity in different stream reaches; and (3) the model’s capability to incorporate sorption kinetics. The responses of the hybrid model correspond to the finite-difference solutions of the partial differential equation (PDE) that accounts for advection, dispersion, and adsorption. The first arrival time of the pollutant downstream of a point disposal has been estimated. This is not clearly identified in other models. The effect of sorption on pollutant transport was studied and demonstrated in various
    publisherAmerican Society of Civil Engineers
    titleSemianalytical Solution for Nonequilibrium Sorption of Pollutant Transport in Streams
    typeJournal Paper
    journal volume137
    journal issue11
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0000421
    treeJournal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 011
    contenttypeFulltext
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