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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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