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    Using Continuum Approach to Quantify the Remediation of Nonaqueous Phase Liquid Contaminated Fractured Permeable Formations

    Source: Journal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author:
    Hillel Rubin
    ,
    Klaus Rathfelder
    ,
    Linda M. Abriola
    ,
    Martin Spiller
    ,
    Jürgen Köngeter
    DOI: 10.1061/(ASCE)0733-9372(2004)130:11(1345)
    Publisher: American Society of Civil Engineers
    Abstract: This study addresses the feasibility of using a continuum modeling approach to simulate pump-and-treat remediation of nonaqueous phase liquid (NAPL) contaminated fractured permeable formations. A simplified discrete fracture model, which incorporates permeable blocks with embedded parallel equidistant constant aperture fractures, was used to simulate the NAPL dissolution in an idealized fractured permeable formation. The applicability of this model is defined by the ranges of a dimensionless mobility number and interphase mass transfer coefficient. A continuum based model able to simulate phenomena predicted by the discrete fracture model has also been used. Three dimensionless parameters referring to organic solute advection and dispersion, and the continuum interphase mass transfer coefficient govern the performance of the continuum model. The nonlinear relationships between the discrete fracture and continuum model have been identified and formulated. However, the simplified conceptual models of this study may be inapplicable to many types of fractured formations. Ranges of possible use of the continuum modeling were determined in terms of dimensionless parameters. The discrete fracture and continuum approaches of this study can be useful for the preliminary evaluation of ideas concerning optimization of the remediation of NAPL contaminated fractured permeable formations.
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      Using Continuum Approach to Quantify the Remediation of Nonaqueous Phase Liquid Contaminated Fractured Permeable Formations

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/60064
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    contributor authorHillel Rubin
    contributor authorKlaus Rathfelder
    contributor authorLinda M. Abriola
    contributor authorMartin Spiller
    contributor authorJürgen Köngeter
    date accessioned2017-05-08T21:42:21Z
    date available2017-05-08T21:42:21Z
    date copyrightNovember 2004
    date issued2004
    identifier other%28asce%290733-9372%282004%29130%3A11%281345%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60064
    description abstractThis study addresses the feasibility of using a continuum modeling approach to simulate pump-and-treat remediation of nonaqueous phase liquid (NAPL) contaminated fractured permeable formations. A simplified discrete fracture model, which incorporates permeable blocks with embedded parallel equidistant constant aperture fractures, was used to simulate the NAPL dissolution in an idealized fractured permeable formation. The applicability of this model is defined by the ranges of a dimensionless mobility number and interphase mass transfer coefficient. A continuum based model able to simulate phenomena predicted by the discrete fracture model has also been used. Three dimensionless parameters referring to organic solute advection and dispersion, and the continuum interphase mass transfer coefficient govern the performance of the continuum model. The nonlinear relationships between the discrete fracture and continuum model have been identified and formulated. However, the simplified conceptual models of this study may be inapplicable to many types of fractured formations. Ranges of possible use of the continuum modeling were determined in terms of dimensionless parameters. The discrete fracture and continuum approaches of this study can be useful for the preliminary evaluation of ideas concerning optimization of the remediation of NAPL contaminated fractured permeable formations.
    publisherAmerican Society of Civil Engineers
    titleUsing Continuum Approach to Quantify the Remediation of Nonaqueous Phase Liquid Contaminated Fractured Permeable Formations
    typeJournal Paper
    journal volume130
    journal issue11
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2004)130:11(1345)
    treeJournal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 011
    contenttypeFulltext
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