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    Two-Dimensional Hydrodynamic Model for Surface-Flow Routing

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author:
    Chunshui Yu
    ,
    Jennifer Duan
    DOI: 10.1061/(ASCE)HY.1943-7900.0000913
    Publisher: American Society of Civil Engineers
    Abstract: A new surface flow routing algorithm based on numerical solutions of shallow water equations and the kinematic wave approximation (SWE-KWA) is proposed in this paper. The shallow water equations are discretized by the first-order Godunov-type finite-volume method. The stability analysis showed that the friction source term increased exponentially as flow depth became very small. This breaks the balance between the friction and the slope source terms. An approximate solution to the kinematic wave equation is introduced to restore this balance. This kinematic wave approximation makes it possible to apply the shallow water equations to both overland and channel flows. Test results show that this algorithm is accurate, robust, and stable for both very shallow overland and concentrated channel flows. The minimum allowable flow depth used in the tests is
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      Two-Dimensional Hydrodynamic Model for Surface-Flow Routing

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    contributor authorChunshui Yu
    contributor authorJennifer Duan
    date accessioned2017-05-08T22:05:58Z
    date available2017-05-08T22:05:58Z
    date copyrightSeptember 2014
    date issued2014
    identifier other26166718.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71301
    description abstractA new surface flow routing algorithm based on numerical solutions of shallow water equations and the kinematic wave approximation (SWE-KWA) is proposed in this paper. The shallow water equations are discretized by the first-order Godunov-type finite-volume method. The stability analysis showed that the friction source term increased exponentially as flow depth became very small. This breaks the balance between the friction and the slope source terms. An approximate solution to the kinematic wave equation is introduced to restore this balance. This kinematic wave approximation makes it possible to apply the shallow water equations to both overland and channel flows. Test results show that this algorithm is accurate, robust, and stable for both very shallow overland and concentrated channel flows. The minimum allowable flow depth used in the tests is
    publisherAmerican Society of Civil Engineers
    titleTwo-Dimensional Hydrodynamic Model for Surface-Flow Routing
    typeJournal Paper
    journal volume140
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000913
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 009
    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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