Experimental and Numerical Analysis of a Dam-Break Flow through Different Contraction Geometries of the Channel

Experimental and Numerical Analysis of a Dam-Break Flow through Different Contraction Geometries of the Channel

Dam-break wave propagation usually occurs over irregular topography, due for example to natural contraction-expansion of the river bed and to the presence of natural or artificial obstacles. Due to limited available dam-break real-case data, laboratory and numerical modeling studies are significant...

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Bibliographic Details
Main Authors: Selahattin Kocaman, Hasan Güzel, Stefania Evangelista, Hatice Ozmen-Cagatay, Giacomo Viccione
Format: Article
Language:English
Published: MDPI AG 2020-04-01
Series:Water
Subjects:
contraction
dam-break
unsteady flow
RANS
SWEs
CFD
Online Access:https://www.mdpi.com/2073-4441/12/4/1124

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