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    Numerical Modeling of Flow in Chlorine Disinfection Tanks

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author:
    Hong Wang
    ,
    Roger A. Falconer
    DOI: 10.1061/(ASCE)0733-9429(1998)124:9(918)
    Publisher: American Society of Civil Engineers
    Abstract: The reliability of simulations of flow and disinfection processes in disinfection contact tanks is determined by the accuracy of computations in terms of the hydrodynamic characteristics in the tanks, particularly the accuracy of the calculations of advection and shear stress, which are two problematic terms currently under intensive research. As part of the development of a simulation module for a software package of flow and disinfection process predictions in chlorine contact tanks, various modeling methods and difference schemes have been tested for typical tank configurations, and the results are compared and analyzed. In the software the computation of shear stress terms was originally represented by a depth mean viscosity model, and its results have been compared with that of calculations using the
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      Numerical Modeling of Flow in Chlorine Disinfection Tanks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24697
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    contributor authorHong Wang
    contributor authorRoger A. Falconer
    date accessioned2017-05-08T20:43:15Z
    date available2017-05-08T20:43:15Z
    date copyrightSeptember 1998
    date issued1998
    identifier other%28asce%290733-9429%281998%29124%3A9%28918%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24697
    description abstractThe reliability of simulations of flow and disinfection processes in disinfection contact tanks is determined by the accuracy of computations in terms of the hydrodynamic characteristics in the tanks, particularly the accuracy of the calculations of advection and shear stress, which are two problematic terms currently under intensive research. As part of the development of a simulation module for a software package of flow and disinfection process predictions in chlorine contact tanks, various modeling methods and difference schemes have been tested for typical tank configurations, and the results are compared and analyzed. In the software the computation of shear stress terms was originally represented by a depth mean viscosity model, and its results have been compared with that of calculations using the
    publisherAmerican Society of Civil Engineers
    titleNumerical Modeling of Flow in Chlorine Disinfection Tanks
    typeJournal Paper
    journal volume124
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1998)124:9(918)
    treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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