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    Anaerobic Degradation of DCM Diffusing through Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author:
    R. Kerry Rowe
    ,
    Leila Hrapovic
    ,
    Naim Kosaric
    ,
    D. Roy Cullimore
    DOI: 10.1061/(ASCE)1090-0241(1997)123:12(1085)
    Publisher: American Society of Civil Engineers
    Abstract: Two series of diffusion tests were performed to examine the degradation of dichloromethane (DCM) as it diffuses through clay. The first series showed the use of a synthetic leachate with no significant initial bacterial population diffusing through a plug of intact clay; there was an induction period of 95–135 d, during which diffusion was as expected in the absence of degradation, followed by a second stage, where degradation occurred with an apparent half-life of less than 55 d at a temperature of 24°C. The second series of tests examined the diffusion of an actual leachate from the Keele Valley Landfill (KVL) (which provided both nutrients and a source of bacteria), through a compacted clay. In these tests, the induction period was reduced to 40–60 d, after which the apparent half-life was 20 d or less at 27°C. The diffusion coefficient for DCM was approximately 8 × 10
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      Anaerobic Degradation of DCM Diffusing through Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51272
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorR. Kerry Rowe
    contributor authorLeila Hrapovic
    contributor authorNaim Kosaric
    contributor authorD. Roy Cullimore
    date accessioned2017-05-08T21:26:00Z
    date available2017-05-08T21:26:00Z
    date copyrightDecember 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A12%281085%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51272
    description abstractTwo series of diffusion tests were performed to examine the degradation of dichloromethane (DCM) as it diffuses through clay. The first series showed the use of a synthetic leachate with no significant initial bacterial population diffusing through a plug of intact clay; there was an induction period of 95–135 d, during which diffusion was as expected in the absence of degradation, followed by a second stage, where degradation occurred with an apparent half-life of less than 55 d at a temperature of 24°C. The second series of tests examined the diffusion of an actual leachate from the Keele Valley Landfill (KVL) (which provided both nutrients and a source of bacteria), through a compacted clay. In these tests, the induction period was reduced to 40–60 d, after which the apparent half-life was 20 d or less at 27°C. The diffusion coefficient for DCM was approximately 8 × 10
    publisherAmerican Society of Civil Engineers
    titleAnaerobic Degradation of DCM Diffusing through Clay
    typeJournal Paper
    journal volume123
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:12(1085)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    contenttypeFulltext
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