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    Enhancement of Denitrification in Upflow Sludge Bed Reactors with Sludge Wasting

    Source: Journal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author:
    Wen-Huei Ting
    ,
    Ju-Sheng Huang
    DOI: 10.1061/(ASCE)0733-9372(2006)132:4(468)
    Publisher: American Society of Civil Engineers
    Abstract: From the performance data of the upflow sludge bed (USB) reactors (with sufficient carbon), the rate-limiting step in denitrification is nitrate reduction. Biological denitrification in the USB reactors (superficial velocity=0.5, 1.0, 2.0, and 4.0 m/h) can be greatly enhanced with sludge wasting from the bioreactor [i.e., maintain granular sludge retention time (GSRT) at 20 days], including high volumetric loading rates of up to 6.61 g
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      Enhancement of Denitrification in Upflow Sludge Bed Reactors with Sludge Wasting

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    http://yetl.yabesh.ir/yetl1/handle/yetl/65431
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    • Journal of Environmental Engineering

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    contributor authorWen-Huei Ting
    contributor authorJu-Sheng Huang
    date accessioned2017-05-08T21:53:19Z
    date available2017-05-08T21:53:19Z
    date copyrightApril 2006
    date issued2006
    identifier other%28asce%290733-9372%282006%29132%3A4%28468%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65431
    description abstractFrom the performance data of the upflow sludge bed (USB) reactors (with sufficient carbon), the rate-limiting step in denitrification is nitrate reduction. Biological denitrification in the USB reactors (superficial velocity=0.5, 1.0, 2.0, and 4.0 m/h) can be greatly enhanced with sludge wasting from the bioreactor [i.e., maintain granular sludge retention time (GSRT) at 20 days], including high volumetric loading rates of up to 6.61 g
    publisherAmerican Society of Civil Engineers
    titleEnhancement of Denitrification in Upflow Sludge Bed Reactors with Sludge Wasting
    typeJournal Paper
    journal volume132
    journal issue4
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2006)132:4(468)
    treeJournal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 004
    contenttypeFulltext
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