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    Performance Evaluation of Overland Flow Wastewater Treatment System under Winter and Summer Conditions

    Source: Journal of Cold Regions Engineering:;1996:;Volume ( 010 ):;issue: 004
    Author:
    R. Y. Surampalli
    ,
    S. C. Chou
    ,
    S. K. Banerji
    DOI: 10.1061/(ASCE)0887-381X(1996)10:4(163)
    Publisher: American Society of Civil Engineers
    Abstract: A study was conducted to evaluate the effects of seasonal variations, summer and winter conditions, on the performance of an existing and successfully operated overland flow wastewater treatment system in the Midwest. The effect of design parameters, such as hydraulic and organic loading rates, and the seasonal temperature effects on performance were investigated. The overland flow system studied consists of an aerated lagoon, two conventional lagoons, and an overland flow area. The overland flow area is divided into six groups of terraces and the terraces are constructed at a slope of 2% with slope length of 341.3 m (1,120 ft). The influent and effluent samples were analyzed for biological oxygen demand (BOD
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      Performance Evaluation of Overland Flow Wastewater Treatment System under Winter and Summer Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43617
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    • Journal of Cold Regions Engineering

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    contributor authorR. Y. Surampalli
    contributor authorS. C. Chou
    contributor authorS. K. Banerji
    date accessioned2017-05-08T21:13:52Z
    date available2017-05-08T21:13:52Z
    date copyrightDecember 1996
    date issued1996
    identifier other%28asce%290887-381x%281996%2910%3A4%28163%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43617
    description abstractA study was conducted to evaluate the effects of seasonal variations, summer and winter conditions, on the performance of an existing and successfully operated overland flow wastewater treatment system in the Midwest. The effect of design parameters, such as hydraulic and organic loading rates, and the seasonal temperature effects on performance were investigated. The overland flow system studied consists of an aerated lagoon, two conventional lagoons, and an overland flow area. The overland flow area is divided into six groups of terraces and the terraces are constructed at a slope of 2% with slope length of 341.3 m (1,120 ft). The influent and effluent samples were analyzed for biological oxygen demand (BOD
    publisherAmerican Society of Civil Engineers
    titlePerformance Evaluation of Overland Flow Wastewater Treatment System under Winter and Summer Conditions
    typeJournal Paper
    journal volume10
    journal issue4
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(1996)10:4(163)
    treeJournal of Cold Regions Engineering:;1996:;Volume ( 010 ):;issue: 004
    contenttypeFulltext
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