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    Mechanisms of Compressible Sludge Cake Shrinkage

    Source: Journal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author:
    Barnes R. Bierck
    ,
    Richard I. Dick
    DOI: 10.1061/(ASCE)0733-9372(1990)116:4(663)
    Publisher: American Society of Civil Engineers
    Abstract: Shrinkage can effect significant consolidation of saturated filter cakes, and results in production of filtrate that must be omitted from specific resistance calculations. Shrinkage results when curved air/liquid interfaces bounded by solids form at filter cake surfaces following the cake formation stage. The resultant decrease in porewater pressure is described by the Young‐Laplace equation, which was used to express mathematically the effective stress causing shrinkage. In situ porewater pressure measurements corroborated the onset of shrinkage of a kaolin filter cake. Synchrotron x‐rays were used to monitor temporal and spatial cake suspended solids concentration changes, and significant shrinkage of an activated sludge filter cake was observed. Cake‐suspended solids concentration data were combined with filtrate production data to obtain singular values of the cake‐suspended solids mass deposited per unit volume of filtrate produced by a kaolin slurry and an activated sludge. Values of this parameter were determined by two other means to illustrate how errors in specific resistance calculations can result when the onset of shrinkage is not ascertained.
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      Mechanisms of Compressible Sludge Cake Shrinkage

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    http://yetl.yabesh.ir/yetl1/handle/yetl/38453
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    • Journal of Environmental Engineering

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    contributor authorBarnes R. Bierck
    contributor authorRichard I. Dick
    date accessioned2017-05-08T21:05:45Z
    date available2017-05-08T21:05:45Z
    date copyrightJuly 1990
    date issued1990
    identifier other%28asce%290733-9372%281990%29116%3A4%28663%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38453
    description abstractShrinkage can effect significant consolidation of saturated filter cakes, and results in production of filtrate that must be omitted from specific resistance calculations. Shrinkage results when curved air/liquid interfaces bounded by solids form at filter cake surfaces following the cake formation stage. The resultant decrease in porewater pressure is described by the Young‐Laplace equation, which was used to express mathematically the effective stress causing shrinkage. In situ porewater pressure measurements corroborated the onset of shrinkage of a kaolin filter cake. Synchrotron x‐rays were used to monitor temporal and spatial cake suspended solids concentration changes, and significant shrinkage of an activated sludge filter cake was observed. Cake‐suspended solids concentration data were combined with filtrate production data to obtain singular values of the cake‐suspended solids mass deposited per unit volume of filtrate produced by a kaolin slurry and an activated sludge. Values of this parameter were determined by two other means to illustrate how errors in specific resistance calculations can result when the onset of shrinkage is not ascertained.
    publisherAmerican Society of Civil Engineers
    titleMechanisms of Compressible Sludge Cake Shrinkage
    typeJournal Paper
    journal volume116
    journal issue4
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1990)116:4(663)
    treeJournal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 004
    contenttypeFulltext
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