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    Removal of Formate from Wastewater by Anaerobic Process

    Source: Journal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author:
    Ho Kwong Chui
    ,
    Herbert H. P. Fang
    ,
    Yu You Li
    DOI: 10.1061/(ASCE)0733-9372(1994)120:5(1308)
    Publisher: American Society of Civil Engineers
    Abstract: Formate in wastewater was effectively removed at 37°C by the upflow anaerobic sludge blanket (UASB) process. This was accomplished by keeping the recycle ratio at 3.0 and by lowering the pH of incoming wastewater to pH 3.8. The COD removal efficiencies were 97–98% at loading rates of 10–20 g‐COD·L
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      Removal of Formate from Wastewater by Anaerobic Process

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/42820
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    • Journal of Environmental Engineering

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    contributor authorHo Kwong Chui
    contributor authorHerbert H. P. Fang
    contributor authorYu You Li
    date accessioned2017-05-08T21:12:33Z
    date available2017-05-08T21:12:33Z
    date copyrightSeptember 1994
    date issued1994
    identifier other%28asce%290733-9372%281994%29120%3A5%281308%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42820
    description abstractFormate in wastewater was effectively removed at 37°C by the upflow anaerobic sludge blanket (UASB) process. This was accomplished by keeping the recycle ratio at 3.0 and by lowering the pH of incoming wastewater to pH 3.8. The COD removal efficiencies were 97–98% at loading rates of 10–20 g‐COD·L
    publisherAmerican Society of Civil Engineers
    titleRemoval of Formate from Wastewater by Anaerobic Process
    typeJournal Paper
    journal volume120
    journal issue5
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1994)120:5(1308)
    treeJournal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 005
    contenttypeFulltext
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