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    Improved Shiono and Knight Method for Overflow Modeling

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 012
    Author:
    Hossien Kordi
    ,
    Ramin Amini
    ,
    Abdolreza Zahiri
    ,
    Esmaeil Kordi
    DOI: 10.1061/(ASCE)HE.1943-5584.0001239
    Publisher: American Society of Civil Engineers
    Abstract: The current study presents an improved Shiono and Knight method (SKM) applying the complete secondary flow term that includes both the dispersion and the transverse convection components, which outspread the SKM solution. The model calibration coefficients for quantifying the secondary flow term are specified for the discrete lateral regions, defined based on the perturbation in distribution of lateral depth-averaged velocity and the boundary shear stress distribution. The inaccuracy in prediction of the SKM approach is attributed to poor secondary flow cells modeled in the interface zone. Improved SKM is adapted for laboratory and natural symmetrical and asymmetrical cross sections in both homogeneous and nonhomogeneous boundary conditions. The improved SKM has notably enhanced the precision of the prediction of depth-averaged velocity in the interface zone.
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      Improved Shiono and Knight Method for Overflow Modeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4239427
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    contributor authorHossien Kordi
    contributor authorRamin Amini
    contributor authorAbdolreza Zahiri
    contributor authorEsmaeil Kordi
    date accessioned2017-12-16T09:10:01Z
    date available2017-12-16T09:10:01Z
    date issued2015
    identifier other%28ASCE%29HE.1943-5584.0001239.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239427
    description abstractThe current study presents an improved Shiono and Knight method (SKM) applying the complete secondary flow term that includes both the dispersion and the transverse convection components, which outspread the SKM solution. The model calibration coefficients for quantifying the secondary flow term are specified for the discrete lateral regions, defined based on the perturbation in distribution of lateral depth-averaged velocity and the boundary shear stress distribution. The inaccuracy in prediction of the SKM approach is attributed to poor secondary flow cells modeled in the interface zone. Improved SKM is adapted for laboratory and natural symmetrical and asymmetrical cross sections in both homogeneous and nonhomogeneous boundary conditions. The improved SKM has notably enhanced the precision of the prediction of depth-averaged velocity in the interface zone.
    publisherAmerican Society of Civil Engineers
    titleImproved Shiono and Knight Method for Overflow Modeling
    typeJournal Paper
    journal volume20
    journal issue12
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001239
    treeJournal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian