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    On-Line Control of Polymer Addition to Prevent Massive Sludge Washout

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author:
    Alexis Vanderhasselt
    ,
    Bob De Clercq
    ,
    Bart Vanderhaegen
    ,
    Peter Vanrolleghem
    ,
    Willy Verstraete
    DOI: 10.1061/(ASCE)0733-9372(1999)125:11(1014)
    Publisher: American Society of Civil Engineers
    Abstract: An experimental method that quantifies the effect of polymer dosing on sludge settling characteristics is proposed. This method consists of recording batch settling curves at a grid of sludge and polymer concentrations. The effect of the polymer was found to depend on the mixing time between the dosing of the polymer and the start of the batch sedimentation. The recorded effects could be successfully implemented in a 1D dynamic settler model. From the literature it was concluded that keeping the sludge blanket below a certain critical height is an effective way of controlling the effluent suspended solids. From a model-based analysis this strategy appeared to be sound. Different control strategies using, respectively, the sludge blanket height [feedback (FB)], the hydraulic loading [feedforward (FF)], the solids loading (FF), or the sludge volume loading (FF) were tested for their ability to keep the sludge blanket below the critical height. The control strategy based on the hydraulic loading was the least efficient with respect to minimizing polymer dosage. The others appeared equally effective provided that they were properly tuned. Using the excess of the critical sludge blanket height as a measure of effectiveness, strategies based on more than one measured variable appeared to be less sensitive to suboptimal tuning.
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      On-Line Control of Polymer Addition to Prevent Massive Sludge Washout

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51008
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    • Journal of Environmental Engineering

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    contributor authorAlexis Vanderhasselt
    contributor authorBob De Clercq
    contributor authorBart Vanderhaegen
    contributor authorPeter Vanrolleghem
    contributor authorWilly Verstraete
    date accessioned2017-05-08T21:25:34Z
    date available2017-05-08T21:25:34Z
    date copyrightNovember 1999
    date issued1999
    identifier other%28asce%290733-9372%281999%29125%3A11%281014%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51008
    description abstractAn experimental method that quantifies the effect of polymer dosing on sludge settling characteristics is proposed. This method consists of recording batch settling curves at a grid of sludge and polymer concentrations. The effect of the polymer was found to depend on the mixing time between the dosing of the polymer and the start of the batch sedimentation. The recorded effects could be successfully implemented in a 1D dynamic settler model. From the literature it was concluded that keeping the sludge blanket below a certain critical height is an effective way of controlling the effluent suspended solids. From a model-based analysis this strategy appeared to be sound. Different control strategies using, respectively, the sludge blanket height [feedback (FB)], the hydraulic loading [feedforward (FF)], the solids loading (FF), or the sludge volume loading (FF) were tested for their ability to keep the sludge blanket below the critical height. The control strategy based on the hydraulic loading was the least efficient with respect to minimizing polymer dosage. The others appeared equally effective provided that they were properly tuned. Using the excess of the critical sludge blanket height as a measure of effectiveness, strategies based on more than one measured variable appeared to be less sensitive to suboptimal tuning.
    publisherAmerican Society of Civil Engineers
    titleOn-Line Control of Polymer Addition to Prevent Massive Sludge Washout
    typeJournal Paper
    journal volume125
    journal issue11
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1999)125:11(1014)
    treeJournal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    contenttypeFulltext
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