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    Comparison of Fast Shallow-Water Schemes on Real-World Floods

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author:
    Zsolt Horváth
    ,
    Andreas Buttinger-Kreuzhuber
    ,
    Artem Konev
    ,
    Daniel Cornel
    ,
    Jürgen Komma
    ,
    Günter Blöschl
    ,
    Sebastian Noelle
    ,
    Jürgen Waser
    DOI: 10.1061/(ASCE)HY.1943-7900.0001657
    Publisher: ASCE
    Abstract: Two-dimensional shallow-water schemes on Cartesian grids are amendable for graphics processing units and thus a convenient choice for fast flood simulations. A comparison of recent schemes and validation of important use cases is essential for developers and practitioners working with flood simulation tools. In this paper, we discuss three state-of-the-art shallow-water schemes: a first-order upwind scheme, a second-order upwind scheme, and a second-order central-upwind scheme. We analyze the advantages and disadvantages of each scheme on historical Danube river floods at three regions in Austria. We study the Lobau region as a floodplain with several small channels, the Wachau region with the meandering Danube in a steep valley, and the Marchfeld region located at the river confluence of March and Danube. The validation case studies show that the second-order schemes provide better estimates of the water levels than the first-order scheme. Still, the first order scheme is useful because it offers fast simulations and reasonable results at higher resolutions. The best trade-off between accuracy and computational effort for simulating river floods is provided by the second-order upwind scheme.
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      Comparison of Fast Shallow-Water Schemes on Real-World Floods

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    contributor authorZsolt Horváth
    contributor authorAndreas Buttinger-Kreuzhuber
    contributor authorArtem Konev
    contributor authorDaniel Cornel
    contributor authorJürgen Komma
    contributor authorGünter Blöschl
    contributor authorSebastian Noelle
    contributor authorJürgen Waser
    date accessioned2022-01-30T20:37:53Z
    date available2022-01-30T20:37:53Z
    date issued1/1/2020 12:00:00 AM
    identifier other%28ASCE%29HY.1943-7900.0001657.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266843
    description abstractTwo-dimensional shallow-water schemes on Cartesian grids are amendable for graphics processing units and thus a convenient choice for fast flood simulations. A comparison of recent schemes and validation of important use cases is essential for developers and practitioners working with flood simulation tools. In this paper, we discuss three state-of-the-art shallow-water schemes: a first-order upwind scheme, a second-order upwind scheme, and a second-order central-upwind scheme. We analyze the advantages and disadvantages of each scheme on historical Danube river floods at three regions in Austria. We study the Lobau region as a floodplain with several small channels, the Wachau region with the meandering Danube in a steep valley, and the Marchfeld region located at the river confluence of March and Danube. The validation case studies show that the second-order schemes provide better estimates of the water levels than the first-order scheme. Still, the first order scheme is useful because it offers fast simulations and reasonable results at higher resolutions. The best trade-off between accuracy and computational effort for simulating river floods is provided by the second-order upwind scheme.
    publisherASCE
    titleComparison of Fast Shallow-Water Schemes on Real-World Floods
    typeJournal Paper
    journal volume146
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001657
    page16
    treeJournal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 001
    contenttypeFulltext
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