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    Impact of Solution Chemistry on Deposition and Breakthrough Behaviors of Kaolinite in Silica Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author:
    Jongmuk Won
    ,
    Hyunwook Choo
    ,
    Susan E. Burns
    DOI: 10.1061/(ASCE)GT.1943-5606.0002199
    Publisher: ASCE
    Abstract: Understanding the transport and deposition behavior of particles within porous media is of importance because clogging can degrade the long-term performance of hydraulic infrastructure (e.g., artificial recharge system, cutoff walls, and infiltration structures) due to the reduction of hydraulic conductivity. In addition, the deposition behavior significantly affects the transport of contaminants that are favorably adsorbed to particles. Between the various factors affecting deposition behavior, geochemical conditions can affect both the interaction energy between particles and the porous medium, as well as aggregation behavior of particles; however, the impact of prevailing geochemical conditions on particle transport and deposition is not well understood, particularly when the particles are clay minerals. Therefore, a series of soil column tests was performed to study the transport of kaolinite under variable solution chemistry (pH and ionic strength) and flow rate (low and high). The observed deposition profiles and breakthrough curves of kaolinite particles revealed that the reduction of hydraulic conductivity was most significant at low pH (pH∼3), regardless of flow rate. In addition, the reduction of hydraulic conductivity due to clogging was a stronger function of solution chemistry at low flow rates, which is attributed to the impact of solution chemistry on the size of kaolinite clusters, the interaction energy between sand and kaolinite, as well as the impact of hydrodynamic force on deposition behavior of kaolinite.
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      Impact of Solution Chemistry on Deposition and Breakthrough Behaviors of Kaolinite in Silica Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268874
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    contributor authorJongmuk Won
    contributor authorHyunwook Choo
    contributor authorSusan E. Burns
    date accessioned2022-01-30T21:48:30Z
    date available2022-01-30T21:48:30Z
    date issued1/1/2020 12:00:00 AM
    identifier other%28ASCE%29GT.1943-5606.0002199.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268874
    description abstractUnderstanding the transport and deposition behavior of particles within porous media is of importance because clogging can degrade the long-term performance of hydraulic infrastructure (e.g., artificial recharge system, cutoff walls, and infiltration structures) due to the reduction of hydraulic conductivity. In addition, the deposition behavior significantly affects the transport of contaminants that are favorably adsorbed to particles. Between the various factors affecting deposition behavior, geochemical conditions can affect both the interaction energy between particles and the porous medium, as well as aggregation behavior of particles; however, the impact of prevailing geochemical conditions on particle transport and deposition is not well understood, particularly when the particles are clay minerals. Therefore, a series of soil column tests was performed to study the transport of kaolinite under variable solution chemistry (pH and ionic strength) and flow rate (low and high). The observed deposition profiles and breakthrough curves of kaolinite particles revealed that the reduction of hydraulic conductivity was most significant at low pH (pH∼3), regardless of flow rate. In addition, the reduction of hydraulic conductivity due to clogging was a stronger function of solution chemistry at low flow rates, which is attributed to the impact of solution chemistry on the size of kaolinite clusters, the interaction energy between sand and kaolinite, as well as the impact of hydrodynamic force on deposition behavior of kaolinite.
    publisherASCE
    titleImpact of Solution Chemistry on Deposition and Breakthrough Behaviors of Kaolinite in Silica Sand
    typeJournal Paper
    journal volume146
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002199
    page10
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 001
    contenttypeFulltext
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