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    Characterization of Bulk Fluid and Transport Properties for Simulating Polymer-Improved Aquifer Remediation

    Source: Journal of Environmental Engineering:;2013:;Volume ( 139 ):;issue: 002
    Author:
    Jeff A. K. Silva
    ,
    Matt Liberatore
    ,
    John E. McCray
    DOI: 10.1061/(ASCE)EE.1943-7870.0000616
    Publisher: American Society of Civil Engineers
    Abstract: In situ mobility reduction resulting from the addition of water-soluble polymers to subsurface remedial fluid formulations has the potential to significantly improve the delivery and subsurface distribution of remediation agents within heterogeneous contaminated aquifer systems. However, the increased viscosity, non-Newtonian rheology, competing retention and acceleration mechanisms, and the potential for these fluids to reduce media permeability because of mechanical filtration of these large polymer molecules complicate treatment design calculations and often necessitate numerical simulation for purposeful evaluation and application of this technology. In this paper, laboratory and computational methods are presented that were used to characterize bulk fluid and porous media transport properties of xanthan gum biopolymer-amended fluids for the purpose of facilitating numerical simulation. A detailed discussion of polymerized fluid transport mechanisms and input parameters for simulating polymer transport using the University of Texas Chemical Composition (UTCHEM) simulator is provided. The simulator was used to validate the independently derived input parameters against the results of a five-layer, two-dimensional (2D) sand tank experiment. An overall 74% improvement in sweep efficiency was observed for the polymer-amended fluid within this sand pack, relative to the nonamended case.
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      Characterization of Bulk Fluid and Transport Properties for Simulating Polymer-Improved Aquifer Remediation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/60058
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    • Journal of Environmental Engineering

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    contributor authorJeff A. K. Silva
    contributor authorMatt Liberatore
    contributor authorJohn E. McCray
    date accessioned2017-05-08T21:42:21Z
    date available2017-05-08T21:42:21Z
    date copyrightFebruary 2013
    date issued2013
    identifier other%28asce%29ee%2E1943-7870%2E0000624.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60058
    description abstractIn situ mobility reduction resulting from the addition of water-soluble polymers to subsurface remedial fluid formulations has the potential to significantly improve the delivery and subsurface distribution of remediation agents within heterogeneous contaminated aquifer systems. However, the increased viscosity, non-Newtonian rheology, competing retention and acceleration mechanisms, and the potential for these fluids to reduce media permeability because of mechanical filtration of these large polymer molecules complicate treatment design calculations and often necessitate numerical simulation for purposeful evaluation and application of this technology. In this paper, laboratory and computational methods are presented that were used to characterize bulk fluid and porous media transport properties of xanthan gum biopolymer-amended fluids for the purpose of facilitating numerical simulation. A detailed discussion of polymerized fluid transport mechanisms and input parameters for simulating polymer transport using the University of Texas Chemical Composition (UTCHEM) simulator is provided. The simulator was used to validate the independently derived input parameters against the results of a five-layer, two-dimensional (2D) sand tank experiment. An overall 74% improvement in sweep efficiency was observed for the polymer-amended fluid within this sand pack, relative to the nonamended case.
    publisherAmerican Society of Civil Engineers
    titleCharacterization of Bulk Fluid and Transport Properties for Simulating Polymer-Improved Aquifer Remediation
    typeJournal Paper
    journal volume139
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0000616
    treeJournal of Environmental Engineering:;2013:;Volume ( 139 ):;issue: 002
    contenttypeFulltext
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