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    Activated Sludge Process Modification for Sludge Yield Reduction Using Pulp and Paper Wastewater

    Source: Journal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author:
    Talat Mahmood
    ,
    Allan Elliott
    DOI: 10.1061/(ASCE)0733-9372(2006)132:9(1019)
    Publisher: American Society of Civil Engineers
    Abstract: Implications of conventional activated sludge (CAS) process modification to a low sludge production (LSP) process have been studied for treating pulp and paper wastewaters. The activated sludge process is modified to a two-stage design to establish a microbial food chain that would result in reduced sludge production. The return activated sludge in the LSP process bypasses the first (dispersed growth) stage to be received only by the second (predatory) stage. The resulting once-through operation of the dispersed growth (DG) stage makes it potentially susceptible to bacterial washout under hydraulic shock conditions. A sensitivity analysis of the DG stage operation was performed by varying its hydraulic residence time. The experimental data revealed that the optimal DG stage hydraulic residence is between 3 and
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      Activated Sludge Process Modification for Sludge Yield Reduction Using Pulp and Paper Wastewater

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    https://yetl.yabesh.ir/yetl1/handle/yetl/66287
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    • Journal of Environmental Engineering

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    contributor authorTalat Mahmood
    contributor authorAllan Elliott
    date accessioned2017-05-08T21:54:54Z
    date available2017-05-08T21:54:54Z
    date copyrightSeptember 2006
    date issued2006
    identifier other%28asce%290733-9372%282006%29132%3A9%281019%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66287
    description abstractImplications of conventional activated sludge (CAS) process modification to a low sludge production (LSP) process have been studied for treating pulp and paper wastewaters. The activated sludge process is modified to a two-stage design to establish a microbial food chain that would result in reduced sludge production. The return activated sludge in the LSP process bypasses the first (dispersed growth) stage to be received only by the second (predatory) stage. The resulting once-through operation of the dispersed growth (DG) stage makes it potentially susceptible to bacterial washout under hydraulic shock conditions. A sensitivity analysis of the DG stage operation was performed by varying its hydraulic residence time. The experimental data revealed that the optimal DG stage hydraulic residence is between 3 and
    publisherAmerican Society of Civil Engineers
    titleActivated Sludge Process Modification for Sludge Yield Reduction Using Pulp and Paper Wastewater
    typeJournal Paper
    journal volume132
    journal issue9
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2006)132:9(1019)
    treeJournal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 009
    contenttypeFulltext
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