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    Comparison of Volatile Organic Compound Transport in Composite Liners with HDPE and Ethylene-Vinyl Alcohol Co-Extruded Geomembranes

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author:
    Jongwan Eun
    ,
    James M. Tinjum
    ,
    Craig H. Benson
    ,
    Tuncer B. Edil
    DOI: 10.1061/(ASCE)GT.1943-5606.0001484
    Publisher: American Society of Civil Engineers
    Abstract: This study evaluated migration of five common volatile organic compounds (VOCs) through simulated composite landfill liners that employ a co-extruded geomembrane (GM) with an interior layer of ethylene-vinyl alcohol (EVOH). A series of column tests was conducted with composite liner configurations employing 1.5-mm- and 1.0-mm-co-extruded EVOH GMs with outer layers of high-density polyethylene (HDPE) or linear low-density polyethylene (LLDPE) and 1.5-mm HDPE GMs. A simulated compacted clay liner (CCL) or a geosynthetic clay liner (GCL) was placed under the GM in each test. VOC breakthrough in composite liners employing HDPE GMs (approximately 30 days) occurred approximately four times faster than for co-extruded EVOH GMs with a HDPE outer layer (approximately 130 days) and with significantly higher VOC concentrations. Co-extruded EVOH GMs with LLDPE and HDPE as an outer layer have diffusion coefficients (0.11–0.58×10−13  m2/s) more than 20 times lower than those for conventional HDPE GM (2.86–11.05×10−13  m2/s). Numerical modeling of toluene migration through a composite liner with a 0.6-m-thick CCL and a co-extruded EVOH GM indicates that toluene concentrations are approximately 42% lower at one hundred years compared with a similar composite liner with a HDPE GM.
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      Comparison of Volatile Organic Compound Transport in Composite Liners with HDPE and Ethylene-Vinyl Alcohol Co-Extruded Geomembranes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4239787
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJongwan Eun
    contributor authorJames M. Tinjum
    contributor authorCraig H. Benson
    contributor authorTuncer B. Edil
    date accessioned2017-12-16T09:11:44Z
    date available2017-12-16T09:11:44Z
    date issued2017
    identifier other%28ASCE%29GT.1943-5606.0001484.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239787
    description abstractThis study evaluated migration of five common volatile organic compounds (VOCs) through simulated composite landfill liners that employ a co-extruded geomembrane (GM) with an interior layer of ethylene-vinyl alcohol (EVOH). A series of column tests was conducted with composite liner configurations employing 1.5-mm- and 1.0-mm-co-extruded EVOH GMs with outer layers of high-density polyethylene (HDPE) or linear low-density polyethylene (LLDPE) and 1.5-mm HDPE GMs. A simulated compacted clay liner (CCL) or a geosynthetic clay liner (GCL) was placed under the GM in each test. VOC breakthrough in composite liners employing HDPE GMs (approximately 30 days) occurred approximately four times faster than for co-extruded EVOH GMs with a HDPE outer layer (approximately 130 days) and with significantly higher VOC concentrations. Co-extruded EVOH GMs with LLDPE and HDPE as an outer layer have diffusion coefficients (0.11–0.58×10−13  m2/s) more than 20 times lower than those for conventional HDPE GM (2.86–11.05×10−13  m2/s). Numerical modeling of toluene migration through a composite liner with a 0.6-m-thick CCL and a co-extruded EVOH GM indicates that toluene concentrations are approximately 42% lower at one hundred years compared with a similar composite liner with a HDPE GM.
    publisherAmerican Society of Civil Engineers
    titleComparison of Volatile Organic Compound Transport in Composite Liners with HDPE and Ethylene-Vinyl Alcohol Co-Extruded Geomembranes
    typeJournal Paper
    journal volume143
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001484
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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