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    Effect of Aeration on the Quality of Effluent from UASB Reactor Treating Sewage

    Source: Journal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 006
    Author:
    Abid Ali Khan
    ,
    Rubia Zahid Gaur
    ,
    Beni Lew
    ,
    Indu Mehrotra
    ,
    A. A. Kazmi
    DOI: 10.1061/(ASCE)EE.1943-7870.0000348
    Publisher: American Society of Civil Engineers
    Abstract: The treatment of effluent of pilot- and full-scale upflow anaerobic sludge blanket (UASB) reactors operating at steady state was studied in an aeration-settling system. The fine pore submerged diffusers were used to aerate the effluent of UASB reactors under different operating conditions. Forty to 55% of the biochemical oxygen demand (BOD) and the chemical oxygen demand (COD) removal efficiencies were achieved by the direct aeration of the UASB effluent in the laboratory. The maximum removal efficiencies were achieved at 30 min hydraulic retention time (HRT) and a dissolved oxygen (DO) of
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      Effect of Aeration on the Quality of Effluent from UASB Reactor Treating Sewage

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/59768
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    • Journal of Environmental Engineering

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    contributor authorAbid Ali Khan
    contributor authorRubia Zahid Gaur
    contributor authorBeni Lew
    contributor authorIndu Mehrotra
    contributor authorA. A. Kazmi
    date accessioned2017-05-08T21:41:53Z
    date available2017-05-08T21:41:53Z
    date copyrightJune 2011
    date issued2011
    identifier other%28asce%29ee%2E1943-7870%2E0000357.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59768
    description abstractThe treatment of effluent of pilot- and full-scale upflow anaerobic sludge blanket (UASB) reactors operating at steady state was studied in an aeration-settling system. The fine pore submerged diffusers were used to aerate the effluent of UASB reactors under different operating conditions. Forty to 55% of the biochemical oxygen demand (BOD) and the chemical oxygen demand (COD) removal efficiencies were achieved by the direct aeration of the UASB effluent in the laboratory. The maximum removal efficiencies were achieved at 30 min hydraulic retention time (HRT) and a dissolved oxygen (DO) of
    publisherAmerican Society of Civil Engineers
    titleEffect of Aeration on the Quality of Effluent from UASB Reactor Treating Sewage
    typeJournal Paper
    journal volume137
    journal issue6
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0000348
    treeJournal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 006
    contenttypeFulltext
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