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    River Bifurcation Analysis by Physical and Numerical Modeling

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author:
    Gianluca Zanichelli
    ,
    Elpidio Caroni
    ,
    Virgilio Fiorotto
    DOI: 10.1061/(ASCE)0733-9429(2004)130:3(237)
    Publisher: American Society of Civil Engineers
    Abstract: In the framework of a river regulation design of the Po River Delta (Northern Italy), a study on a large physical model of the bifurcation Po di Goro-Po di Venezia was conducted with the main objective of determining the discharge subdivision rate at the river node, in order to assess the inflow conditions in the Po di Goro River for flood risk analysis. In this context, a two-dimensional depth averaged numerical model was tested against measured values, with reference to the prototype. In this paper a comprehensive analysis and discussion of the results is reported in order to highlight the applicability of numerical models in comparison with physical ones in river engineering applications.
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      River Bifurcation Analysis by Physical and Numerical Modeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/74537
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    contributor authorGianluca Zanichelli
    contributor authorElpidio Caroni
    contributor authorVirgilio Fiorotto
    date accessioned2017-05-08T22:13:58Z
    date available2017-05-08T22:13:58Z
    date copyrightMarch 2004
    date issued2004
    identifier other39924376.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74537
    description abstractIn the framework of a river regulation design of the Po River Delta (Northern Italy), a study on a large physical model of the bifurcation Po di Goro-Po di Venezia was conducted with the main objective of determining the discharge subdivision rate at the river node, in order to assess the inflow conditions in the Po di Goro River for flood risk analysis. In this context, a two-dimensional depth averaged numerical model was tested against measured values, with reference to the prototype. In this paper a comprehensive analysis and discussion of the results is reported in order to highlight the applicability of numerical models in comparison with physical ones in river engineering applications.
    publisherAmerican Society of Civil Engineers
    titleRiver Bifurcation Analysis by Physical and Numerical Modeling
    typeJournal Paper
    journal volume130
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:3(237)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
    contenttypeFulltext
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