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    Impoundment Liner Repair by Electrophoresis of Clay

    Source: Journal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author:
    Albert T. Yeung
    ,
    Moonkyung Chung
    ,
    M. Yavuz Corapcioglu
    ,
    W. Michael Stallard
    DOI: 10.1061/(ASCE)0733-9372(1997)123:10(993)
    Publisher: American Society of Civil Engineers
    Abstract: Electrophoresis of clay particles from dilute suspensions is an innovative technology to seal leaks in operating surface impoundments that does not require removal of impoundment contents, exposure of workers to contaminants, or prior knowledge of the leak locations. A suspension of clay particles is added to the impoundment liquid. A cathode (negative electrode) is placed inside and an anode (positive electrode) is placed outside the leaking impoundment. A direct current (DC) electric field is imposed externally across the geomembrane liner through the leaks. The clay particles migrate to the leaks under the influence of the imposed electric field to form a clay cake seal. The results of laboratory experiments to evaluate the use of a DC electric field to direct migration of clay particles into a leak and the hydraulic integrity of the resulting seal are presented in this paper. The effects of clay type, clay particle concentration in suspension, size of leak, and electric field strength on the migration of clay particles and process of cake formation are evaluated. The sealing effectiveness and internal structure of the resulting clay cakes are examined by hydraulic conductivity measurements and nuclear magnetic resonance imaging. Electrophoretic mobilities of bentonite particles in different chemical environments were also measured to evaluate the feasibility of the technology in practical situations.
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      Impoundment Liner Repair by Electrophoresis of Clay

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46942
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    • Journal of Environmental Engineering

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    contributor authorAlbert T. Yeung
    contributor authorMoonkyung Chung
    contributor authorM. Yavuz Corapcioglu
    contributor authorW. Michael Stallard
    date accessioned2017-05-08T21:19:17Z
    date available2017-05-08T21:19:17Z
    date copyrightOctober 1997
    date issued1997
    identifier other%28asce%290733-9372%281997%29123%3A10%28993%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46942
    description abstractElectrophoresis of clay particles from dilute suspensions is an innovative technology to seal leaks in operating surface impoundments that does not require removal of impoundment contents, exposure of workers to contaminants, or prior knowledge of the leak locations. A suspension of clay particles is added to the impoundment liquid. A cathode (negative electrode) is placed inside and an anode (positive electrode) is placed outside the leaking impoundment. A direct current (DC) electric field is imposed externally across the geomembrane liner through the leaks. The clay particles migrate to the leaks under the influence of the imposed electric field to form a clay cake seal. The results of laboratory experiments to evaluate the use of a DC electric field to direct migration of clay particles into a leak and the hydraulic integrity of the resulting seal are presented in this paper. The effects of clay type, clay particle concentration in suspension, size of leak, and electric field strength on the migration of clay particles and process of cake formation are evaluated. The sealing effectiveness and internal structure of the resulting clay cakes are examined by hydraulic conductivity measurements and nuclear magnetic resonance imaging. Electrophoretic mobilities of bentonite particles in different chemical environments were also measured to evaluate the feasibility of the technology in practical situations.
    publisherAmerican Society of Civil Engineers
    titleImpoundment Liner Repair by Electrophoresis of Clay
    typeJournal Paper
    journal volume123
    journal issue10
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1997)123:10(993)
    treeJournal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 010
    contenttypeFulltext
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