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    Volumetric Clarifying Filtration of Urban Source Area Rainfall Runoff

    Source: Journal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author:
    J. J. Sansalone
    ,
    B. Liu
    ,
    J.-Y. Kim
    DOI: 10.1061/(ASCE)EE.1943-7870.0000044
    Publisher: American Society of Civil Engineers
    Abstract: Volumetric clarification is a common storm-water unit operation for hydrologic attenuation that couples particulate matter (PM) separation. Recent volumetric clarification can also include integrated filtration. This study examines the unsteady hydraulic and head loss response of a volumetric clarifying filter (VCF) system to urban source area hydrologic loadings in Baton Rouge, La for 19 fully captured events. The rainfall-runoff response of the
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      Volumetric Clarifying Filtration of Urban Source Area Rainfall Runoff

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59452
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    contributor authorJ. J. Sansalone
    contributor authorB. Liu
    contributor authorJ.-Y. Kim
    date accessioned2017-05-08T21:41:23Z
    date available2017-05-08T21:41:23Z
    date copyrightAugust 2009
    date issued2009
    identifier other%28asce%29ee%2E1943-7870%2E0000052.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59452
    description abstractVolumetric clarification is a common storm-water unit operation for hydrologic attenuation that couples particulate matter (PM) separation. Recent volumetric clarification can also include integrated filtration. This study examines the unsteady hydraulic and head loss response of a volumetric clarifying filter (VCF) system to urban source area hydrologic loadings in Baton Rouge, La for 19 fully captured events. The rainfall-runoff response of the
    publisherAmerican Society of Civil Engineers
    titleVolumetric Clarifying Filtration of Urban Source Area Rainfall Runoff
    typeJournal Paper
    journal volume135
    journal issue8
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0000044
    treeJournal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 008
    contenttypeFulltext
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