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CFD simulation of flow behind overflooded obstacle Cover

Abstract

This paper deals with studying of two topics – measuring of velocity profile deformation behind a over-flooded construction and modelling of this velocity profile deformation by computational fluid dynamics (CFD). Numerical simulations with an unsteady RANS models - Standard k-ε, Realizable k-ε, Standard k-ω and Reynolds stress models (ANSYS Fluent v.18) and experimental measurements in a laboratory flume (using ADV) were performed. Results of both approaches showed and affirmed presence of velocity profile deformation behind the obstacle, but some discrepancies between the measured and simulated values were also observed. With increasing distance from the obstacle, the differences between the simulation and the measured data increase and the results of the numerical models are no longer usable.

DOI: https://doi.org/10.2478/johh-2018-0028 | Journal eISSN: 1338-4333 | Journal ISSN: 0042-790X
Language: English
Page range: 448 - 456
Submitted on: Oct 31, 2017
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Accepted on: Mar 23, 2018
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Published on: Oct 29, 2018
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2018 Yvetta Velísková, Zdeněk Chára, Radoslav Schügerl, Renáta Dulovičová, published by Slovak Academy of Sciences, Institute of Hydrology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.