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    Modeling Impact of Small Kansas Landfills on Underlying Aquifers

    Source: Journal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 012
    Author:
    Marios Sophocleous
    ,
    Nicholas G. Stadnyk
    ,
    Miles Stotts
    DOI: 10.1061/(ASCE)0733-9372(1996)122:12(1067)
    Publisher: American Society of Civil Engineers
    Abstract: Small landfills are exempt from compliance with Resource Conservation and Recovery Act Subtitle D standards for liner and leachate collection. We investigate the ramifications of this exemption under western Kansas semiarid environments and explore the conditions under which naturally occurring geologic settings provide sufficient protection against ground-water contamination. The methodology we employed was to run water budget simulations using the Hydrologic Evaluation of Landfill Performance (HELP) model, and fate and transport simulations using the Multimedia Exposure Assessment Model (MULTIMED) for several western Kansas small landfill scenarios in combination with extensive sensitivity analyses. We demonstrate that requiring landfill cover, leachate collection system (LCS), and compacted soil liner will reduce leachate production by 56%, whereas requiring only a cover without LCS and liner will reduce leachate by half as much. The most vulnerable small landfills are shown to be the ones with no vegetative cover underlain by both a relatively thin vadose zone and aquifer and which overlie an aquifer characterized by cool temperatures and low hydraulic gradients. The aquifer-related physical and chemical parameters proved to be more important than vadose zone and biodegradation parameters in controlling leachate concentrations at the point of compliance.
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      Modeling Impact of Small Kansas Landfills on Underlying Aquifers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45109
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    • Journal of Environmental Engineering

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    contributor authorMarios Sophocleous
    contributor authorNicholas G. Stadnyk
    contributor authorMiles Stotts
    date accessioned2017-05-08T21:16:21Z
    date available2017-05-08T21:16:21Z
    date copyrightDecember 1996
    date issued1996
    identifier other%28asce%290733-9372%281996%29122%3A12%281067%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45109
    description abstractSmall landfills are exempt from compliance with Resource Conservation and Recovery Act Subtitle D standards for liner and leachate collection. We investigate the ramifications of this exemption under western Kansas semiarid environments and explore the conditions under which naturally occurring geologic settings provide sufficient protection against ground-water contamination. The methodology we employed was to run water budget simulations using the Hydrologic Evaluation of Landfill Performance (HELP) model, and fate and transport simulations using the Multimedia Exposure Assessment Model (MULTIMED) for several western Kansas small landfill scenarios in combination with extensive sensitivity analyses. We demonstrate that requiring landfill cover, leachate collection system (LCS), and compacted soil liner will reduce leachate production by 56%, whereas requiring only a cover without LCS and liner will reduce leachate by half as much. The most vulnerable small landfills are shown to be the ones with no vegetative cover underlain by both a relatively thin vadose zone and aquifer and which overlie an aquifer characterized by cool temperatures and low hydraulic gradients. The aquifer-related physical and chemical parameters proved to be more important than vadose zone and biodegradation parameters in controlling leachate concentrations at the point of compliance.
    publisherAmerican Society of Civil Engineers
    titleModeling Impact of Small Kansas Landfills on Underlying Aquifers
    typeJournal Paper
    journal volume122
    journal issue12
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1996)122:12(1067)
    treeJournal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 012
    contenttypeFulltext
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