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    Modeling the Kinematic Wave Parameters with Regression Methods

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 010
    Author:
    I. Haltas
    ,
    M. L. Kavvas
    DOI: 10.1061/(ASCE)HE.1943-5584.0000099
    Publisher: American Society of Civil Engineers
    Abstract: The momentum equation in the kinematic wave model is a power law equation and involves two kinematic wave parameters. It is a common practice to use Manning’s equation to calculate the kinematic wave parameters. One can obtain a kinematic wave equation by inserting the momentum equation into the continuity equation. The kinematic wave equation becomes a partial differential equation with kinematic wave parameters that depend on the flow depth. However, working with the kinematic wave equation comprised of kinematic wave parameters that are independent of the flow depth, is a lot more convenient. Here, regression methods were used to calculate the kinematic wave parameters that are independent of the flow depth for a trapezoidal channel cross-section, which is a common cross-section shape. The developed expressions for the kinematic wave parameters provided very good approximation for the momentum equation of the kinematic wave model. The relationships among the geometry parameters of natural channel cross-sections were also investigated.
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      Modeling the Kinematic Wave Parameters with Regression Methods

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    https://yetl.yabesh.ir/yetl1/handle/yetl/62965
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    contributor authorI. Haltas
    contributor authorM. L. Kavvas
    date accessioned2017-05-08T21:48:31Z
    date available2017-05-08T21:48:31Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%29he%2E1943-5584%2E0000119.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62965
    description abstractThe momentum equation in the kinematic wave model is a power law equation and involves two kinematic wave parameters. It is a common practice to use Manning’s equation to calculate the kinematic wave parameters. One can obtain a kinematic wave equation by inserting the momentum equation into the continuity equation. The kinematic wave equation becomes a partial differential equation with kinematic wave parameters that depend on the flow depth. However, working with the kinematic wave equation comprised of kinematic wave parameters that are independent of the flow depth, is a lot more convenient. Here, regression methods were used to calculate the kinematic wave parameters that are independent of the flow depth for a trapezoidal channel cross-section, which is a common cross-section shape. The developed expressions for the kinematic wave parameters provided very good approximation for the momentum equation of the kinematic wave model. The relationships among the geometry parameters of natural channel cross-sections were also investigated.
    publisherAmerican Society of Civil Engineers
    titleModeling the Kinematic Wave Parameters with Regression Methods
    typeJournal Paper
    journal volume14
    journal issue10
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000099
    treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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