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    Modeling of Rectangular Settling Tanks

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author:
    Siping Zhou
    ,
    John A. McCorquodale
    DOI: 10.1061/(ASCE)0733-9429(1992)118:10(1391)
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model for predicting the velocity field and suspended solids transport in secondary rectangular settling tanks is presented. The model is applied to investigate the effects of density stratification on the hydrodynamics in the settling tank, such as the behavior of the bottom current and surface return flow and solids concentration distribution. The model can be used to simulate the so‐called density waterfall phenomenon at the front end of the settling tank. With the application of a double exponential relationship to describe the settling process of suspended solids with nonuniform particle sizes, the simulations of the solids concentration distribution in the low‐concentration environment can be significantly improved. By comparing the predictions with field measurements, this model is verified and generally good agreement is obtained.
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      Modeling of Rectangular Settling Tanks

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    contributor authorSiping Zhou
    contributor authorJohn A. McCorquodale
    date accessioned2017-05-08T20:41:19Z
    date available2017-05-08T20:41:19Z
    date copyrightOctober 1992
    date issued1992
    identifier other%28asce%290733-9429%281992%29118%3A10%281391%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23563
    description abstractA mathematical model for predicting the velocity field and suspended solids transport in secondary rectangular settling tanks is presented. The model is applied to investigate the effects of density stratification on the hydrodynamics in the settling tank, such as the behavior of the bottom current and surface return flow and solids concentration distribution. The model can be used to simulate the so‐called density waterfall phenomenon at the front end of the settling tank. With the application of a double exponential relationship to describe the settling process of suspended solids with nonuniform particle sizes, the simulations of the solids concentration distribution in the low‐concentration environment can be significantly improved. By comparing the predictions with field measurements, this model is verified and generally good agreement is obtained.
    publisherAmerican Society of Civil Engineers
    titleModeling of Rectangular Settling Tanks
    typeJournal Paper
    journal volume118
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1992)118:10(1391)
    treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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