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    Municipal Wastewater Treatment Using a UASB Coupled with Cross-Flow Membrane Filtration

    Source: Journal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author:
    YingYu An
    ,
    FengLin Yang
    ,
    Benjamin Bucciali
    ,
    FookSin Wong
    DOI: 10.1061/(ASCE)0733-9372(2009)135:2(86)
    Publisher: American Society of Civil Engineers
    Abstract: A pilot scale up-flow anaerobic sludge blanket (UASB) coupled with cross-flow membrane filtration was used to treat low strength municipal wastewater in Singapore. The application of membrane filtration as a polishing unit of UASB effluent could produce better effluent quantity than conventional UASB. In this research, with gradually reducing hydraulic retention time from
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      Municipal Wastewater Treatment Using a UASB Coupled with Cross-Flow Membrane Filtration

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69597
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    contributor authorYingYu An
    contributor authorFengLin Yang
    contributor authorBenjamin Bucciali
    contributor authorFookSin Wong
    date accessioned2017-05-08T22:02:31Z
    date available2017-05-08T22:02:31Z
    date copyrightFebruary 2009
    date issued2009
    identifier other%28asce%290733-9372%282009%29135%3A2%2886%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69597
    description abstractA pilot scale up-flow anaerobic sludge blanket (UASB) coupled with cross-flow membrane filtration was used to treat low strength municipal wastewater in Singapore. The application of membrane filtration as a polishing unit of UASB effluent could produce better effluent quantity than conventional UASB. In this research, with gradually reducing hydraulic retention time from
    publisherAmerican Society of Civil Engineers
    titleMunicipal Wastewater Treatment Using a UASB Coupled with Cross-Flow Membrane Filtration
    typeJournal Paper
    journal volume135
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2009)135:2(86)
    treeJournal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 002
    contenttypeFulltext
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