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    Kinematic Wave Analysis of Sheet Flow Using Topography Fitted Coordinates

    Source: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 004
    Author:
    T. S. Tisdale
    ,
    J. M. Hamrick
    ,
    S. L. Yu
    DOI: 10.1061/(ASCE)1084-0699(1999)4:4(367)
    Publisher: American Society of Civil Engineers
    Abstract: A methodology for simulating 2D sheet flow is examined. Although used in the past, a mathematical derivation of the methodology was not presented, and methodology performance without uncertainties introduced by infiltration estimates was not examined. The methodology solves a 1D kinematic wave equation for variable width, curvilinear flow paths. This equation is derived from the 2D kinematic wave equation expressed in orthogonal-curvilinear coordinates by aligning the coordinate system with runoff surface topography. The 1D equation is solved by a four-point, implicit finite-difference scheme. A sheet flow model using multiple flow paths is described and tested on an impervious surface. Although simulated discharges agree well with observed values, additional testing is needed to further validate model accuracy. Practical considerations for model use are discussed.
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      Kinematic Wave Analysis of Sheet Flow Using Topography Fitted Coordinates

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/49485
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    • Journal of Hydrologic Engineering

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    contributor authorT. S. Tisdale
    contributor authorJ. M. Hamrick
    contributor authorS. L. Yu
    date accessioned2017-05-08T21:23:17Z
    date available2017-05-08T21:23:17Z
    date copyrightOctober 1999
    date issued1999
    identifier other%28asce%291084-0699%281999%294%3A4%28367%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49485
    description abstractA methodology for simulating 2D sheet flow is examined. Although used in the past, a mathematical derivation of the methodology was not presented, and methodology performance without uncertainties introduced by infiltration estimates was not examined. The methodology solves a 1D kinematic wave equation for variable width, curvilinear flow paths. This equation is derived from the 2D kinematic wave equation expressed in orthogonal-curvilinear coordinates by aligning the coordinate system with runoff surface topography. The 1D equation is solved by a four-point, implicit finite-difference scheme. A sheet flow model using multiple flow paths is described and tested on an impervious surface. Although simulated discharges agree well with observed values, additional testing is needed to further validate model accuracy. Practical considerations for model use are discussed.
    publisherAmerican Society of Civil Engineers
    titleKinematic Wave Analysis of Sheet Flow Using Topography Fitted Coordinates
    typeJournal Paper
    journal volume4
    journal issue4
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(1999)4:4(367)
    treeJournal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 004
    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
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