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    Flood Simulation Using a Well-Balanced Shallow Flow Model

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 009
    Author:
    Qiuhua Liang
    DOI: 10.1061/(ASCE)HY.1943-7900.0000219
    Publisher: American Society of Civil Engineers
    Abstract: This work extends and improves a one-dimensional shallow flow model to two-dimensional (2D) for real-world flood simulations. The model solves a prebalanced formulation of the fully 2D shallow water equations, including friction source terms using a finite volume Godunov-type numerical scheme. A reconstruction method ensuring nonnegative depth is used along with a Harten, Lax, and van Leer approximate Riemann solver with the contact wave restored for calculation of interface fluxes. A local bed modification method is proposed to maintain the well-balanced property of the algorithm for simulations involving wetting and drying. Second-order accurate scheme is achieved by using the slope limited linear reconstruction together with a Runge-Kutta time integration method. The model is applicable to calculate different types of flood wave ranging from slow-varying inundations to extreme and violent floods, propagating over complex domains including natural terrains and dense urban areas. After validating against an analytical case of flow sloshing in a domain with a parabolic bed profile, the model is applied to simulate an inundation event in a
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      Flood Simulation Using a Well-Balanced Shallow Flow Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64048
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    contributor authorQiuhua Liang
    date accessioned2017-05-08T21:50:49Z
    date available2017-05-08T21:50:49Z
    date copyrightSeptember 2010
    date issued2010
    identifier other%28asce%29hy%2E1943-7900%2E0000242.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64048
    description abstractThis work extends and improves a one-dimensional shallow flow model to two-dimensional (2D) for real-world flood simulations. The model solves a prebalanced formulation of the fully 2D shallow water equations, including friction source terms using a finite volume Godunov-type numerical scheme. A reconstruction method ensuring nonnegative depth is used along with a Harten, Lax, and van Leer approximate Riemann solver with the contact wave restored for calculation of interface fluxes. A local bed modification method is proposed to maintain the well-balanced property of the algorithm for simulations involving wetting and drying. Second-order accurate scheme is achieved by using the slope limited linear reconstruction together with a Runge-Kutta time integration method. The model is applicable to calculate different types of flood wave ranging from slow-varying inundations to extreme and violent floods, propagating over complex domains including natural terrains and dense urban areas. After validating against an analytical case of flow sloshing in a domain with a parabolic bed profile, the model is applied to simulate an inundation event in a
    publisherAmerican Society of Civil Engineers
    titleFlood Simulation Using a Well-Balanced Shallow Flow Model
    typeJournal Paper
    journal volume136
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000219
    treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;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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