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    Breakthrough Curves and Simulation of Virus Transport through Fractured Porous Media

    Source: Journal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author:
    C. S. P. Ojha
    ,
    Rao Y. Surampalli
    ,
    Pramod Kumar Sharma
    ,
    Nitin Joshi
    DOI: 10.1061/(ASCE)EE.1943-7870.0000374
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, an advective dispersive virus transport equation, including first-order adsorption and an inactivation constant, is used for simulating the movement of viruses in fractured porous media. The implicit finite-difference numerical technique is used to solve the governing equations for viruses in the fractured porous media. In this work, the focus is (1) to investigate the transport processes of the movement of viruses in both fractured rock and porous rock without fracture and (2) to simulate the experimental data of biocolloids through a fractured aquifer model. It is seen that movement of the contaminant is faster in the fractured rock than in the porous rock formation. Higher values of diffusion coefficient, matrix porosity, mass transfer constant, and inactivation rate reduce both temporal and spatial virus concentrations in the fracture. Also, experimental data of biocolloids in the fractured aquifer model with constant and time-dependent inactivation rates were simulated successfully.
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      Breakthrough Curves and Simulation of Virus Transport through Fractured Porous Media

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    contributor authorC. S. P. Ojha
    contributor authorRao Y. Surampalli
    contributor authorPramod Kumar Sharma
    contributor authorNitin Joshi
    date accessioned2017-05-08T21:41:56Z
    date available2017-05-08T21:41:56Z
    date copyrightAugust 2011
    date issued2011
    identifier other%28asce%29ee%2E1943-7870%2E0000382.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59795
    description abstractIn this paper, an advective dispersive virus transport equation, including first-order adsorption and an inactivation constant, is used for simulating the movement of viruses in fractured porous media. The implicit finite-difference numerical technique is used to solve the governing equations for viruses in the fractured porous media. In this work, the focus is (1) to investigate the transport processes of the movement of viruses in both fractured rock and porous rock without fracture and (2) to simulate the experimental data of biocolloids through a fractured aquifer model. It is seen that movement of the contaminant is faster in the fractured rock than in the porous rock formation. Higher values of diffusion coefficient, matrix porosity, mass transfer constant, and inactivation rate reduce both temporal and spatial virus concentrations in the fracture. Also, experimental data of biocolloids in the fractured aquifer model with constant and time-dependent inactivation rates were simulated successfully.
    publisherAmerican Society of Civil Engineers
    titleBreakthrough Curves and Simulation of Virus Transport through Fractured Porous Media
    typeJournal Paper
    journal volume137
    journal issue8
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0000374
    treeJournal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    contenttypeFulltext
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