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    Resilience of a Combined Chemical-Physical and Biological Wastewater Treatment Facility

    Source: Journal of Environmental Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author:
    Maria C. Collivignarelli
    ,
    Alessandro Abbà
    ,
    Giorgio Bertanza
    ,
    Silvestro Damiani
    ,
    Massimo Raboni
    DOI: 10.1061/(ASCE)EE.1943-7870.0001543
    Publisher: American Society of Civil Engineers
    Abstract: This work is aimed at assessing the effects of pretreated aqueous wastes stream-fed to a biological nutrient removal (BNR)–activated sludge plant. Aqueous wastes (mainly landfill leachate and liquid residues from chemical and pharmaceutical factories) are pretreated by means of a traditional coagulation-flocculation stage and subsequently sent to the BNR stage together with municipal wastewater. Pretreated aqueous wastes contribute up to about 75% of the influent load, in terms of chemical oxygen demand (COD; average concentration 23,000  mg/L). The resilience of the system, that is, the capacity to maintain high and stable performances despite sudden perturbations of the input conditions, was evaluated by interrupting the aqueous waste dosage and then progressively restoring the initial condition. The consequent variation of the influent load and composition caused a reduction of the biomass activity, which led to a decrease of the nitrogen removal efficiency (from 89% down to 73%). More than 30 days were required for restoring typical working conditions (in terms of influent load, process performance, and biomass activity), the sludge retention time (SRT) being 23 days.
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      Resilience of a Combined Chemical-Physical and Biological Wastewater Treatment Facility

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4260145
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    • Journal of Environmental Engineering

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    contributor authorMaria C. Collivignarelli
    contributor authorAlessandro Abbà
    contributor authorGiorgio Bertanza
    contributor authorSilvestro Damiani
    contributor authorMassimo Raboni
    date accessioned2019-09-18T10:40:36Z
    date available2019-09-18T10:40:36Z
    date issued2019
    identifier other%28ASCE%29EE.1943-7870.0001543.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260145
    description abstractThis work is aimed at assessing the effects of pretreated aqueous wastes stream-fed to a biological nutrient removal (BNR)–activated sludge plant. Aqueous wastes (mainly landfill leachate and liquid residues from chemical and pharmaceutical factories) are pretreated by means of a traditional coagulation-flocculation stage and subsequently sent to the BNR stage together with municipal wastewater. Pretreated aqueous wastes contribute up to about 75% of the influent load, in terms of chemical oxygen demand (COD; average concentration 23,000  mg/L). The resilience of the system, that is, the capacity to maintain high and stable performances despite sudden perturbations of the input conditions, was evaluated by interrupting the aqueous waste dosage and then progressively restoring the initial condition. The consequent variation of the influent load and composition caused a reduction of the biomass activity, which led to a decrease of the nitrogen removal efficiency (from 89% down to 73%). More than 30 days were required for restoring typical working conditions (in terms of influent load, process performance, and biomass activity), the sludge retention time (SRT) being 23 days.
    publisherAmerican Society of Civil Engineers
    titleResilience of a Combined Chemical-Physical and Biological Wastewater Treatment Facility
    typeJournal Paper
    journal volume145
    journal issue7
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0001543
    page05019002
    treeJournal of Environmental Engineering:;2019:;Volume ( 145 ):;issue: 007
    contenttypeFulltext
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