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    Fecal Coliform Removal within a Marshland Upwelling System Consisting of Scatlake Soils

    Source: Journal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author:
    Stephen D. Richardson
    ,
    Kelly A. Rusch
    DOI: 10.1061/(ASCE)0733-9372(2005)131:1(60)
    Publisher: American Society of Civil Engineers
    Abstract: The marshland upwelling system (MUS) was installed on private camps in the Grand Bay National Estuarine Research Reserve, Moss Point, Mississippi. The system was evaluated for its effectiveness in removing fecal coliforms from settled, raw wastewater. A suite of studies was performed at flow rates of 1.9, 2.8, and 5.5 L/min and an injection frequency of 30 min every 3 h to investigate fecal coliform removal. An additional study was performed at a flow rate of 2.8 L/min and an injection frequency of 15 min every hour. Overall, the MUS consistently maintained fecal concentrations below effluent regulatory standards for shellfish harvesting waters (14 most probable number of colonies per 100 mL). Mean influent concentrations of 55,269±2,218,016 colony forming units (CFU)/100 mL were reduced to effluent counts of 2.7±14.07 CFU/100 mL (observed in the 1.5 m wells). Three- to four-log reductions in influent counts were observed over the initial 1.4
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      Fecal Coliform Removal within a Marshland Upwelling System Consisting of Scatlake Soils

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/61953
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    • Journal of Environmental Engineering

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    contributor authorStephen D. Richardson
    contributor authorKelly A. Rusch
    date accessioned2017-05-08T21:46:32Z
    date available2017-05-08T21:46:32Z
    date copyrightJanuary 2005
    date issued2005
    identifier other%28asce%290733-9372%282005%29131%3A1%2860%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61953
    description abstractThe marshland upwelling system (MUS) was installed on private camps in the Grand Bay National Estuarine Research Reserve, Moss Point, Mississippi. The system was evaluated for its effectiveness in removing fecal coliforms from settled, raw wastewater. A suite of studies was performed at flow rates of 1.9, 2.8, and 5.5 L/min and an injection frequency of 30 min every 3 h to investigate fecal coliform removal. An additional study was performed at a flow rate of 2.8 L/min and an injection frequency of 15 min every hour. Overall, the MUS consistently maintained fecal concentrations below effluent regulatory standards for shellfish harvesting waters (14 most probable number of colonies per 100 mL). Mean influent concentrations of 55,269±2,218,016 colony forming units (CFU)/100 mL were reduced to effluent counts of 2.7±14.07 CFU/100 mL (observed in the 1.5 m wells). Three- to four-log reductions in influent counts were observed over the initial 1.4
    publisherAmerican Society of Civil Engineers
    titleFecal Coliform Removal within a Marshland Upwelling System Consisting of Scatlake Soils
    typeJournal Paper
    journal volume131
    journal issue1
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2005)131:1(60)
    treeJournal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    contenttypeFulltext
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