Technical Papers
Feb 17, 2015

Can Meandering Flows in Shallow Rectangular Reservoirs Be Modeled with the 2D Shallow Water Equations?

Publication: Journal of Hydraulic Engineering
Volume 141, Issue 6

Abstract

This paper discusses the ability of the two-dimensional (2D) shallow water equations to model meandering flows in shallow rectangular reservoirs. Four meandering flows of various shallowness were modeled using an academic flow model that includes a depth-averaged k-ϵ model accounting for the horizontal and vertical turbulent length-scales. Different roughness heights were considered for modeling the bottom friction. A proper orthogonal decomposition (POD) was applied to the simulation results to extract the behavior of the main structures responsible for the meandering flow. The same POD analysis was also performed for the reference experimental flow fields, obtained by large-scale particle image velocimetry. The first two POD modes obtained from the numerical simulations assuming a smooth bottom are in good agreement with the experimental modes in terms of energy, as well as temporal and spatial variations, whatever the shallowness. In contrast, the remaining simulated modes are not well rendered. The effect of an increased roughness height in the simulations is finally discussed. It leads to an improved reproduction of the first two modes and of the following modes, except when significant viscous effects govern in the flow.

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Acknowledgments

The research was funded by the University of Liège (Grant SFRD-12/27). The authors are grateful for the assistance provided by the research technicians during the experiments.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 141Issue 6June 2015

History

Received: May 20, 2014
Accepted: Jan 9, 2015
Published online: Feb 17, 2015
Published in print: Jun 1, 2015
Discussion open until: Jul 17, 2015

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Yann Peltier [email protected]
Postdoctoral Researcher, Dept. of ArGEnCo, Univ. of Liege (ULg), Research Group of Hydraulics in Environmental and Civil Engineering (HECE), Chemin des Chevreuils 1, Bat B52/3 +1, B-4000 Liège, Belgium (corresponding author). E-mail: [email protected]
Sébastien Erpicum [email protected]
Research Associate, Dept. of ArGEnCo, Univ. of Liege (ULg), Research Group of Hydraulics in Environmental and Civil Engineering (HECE), Chemin des Chevreuils 1, Bat B52/3 +1, B-4000 Liège, Belgium. E-mail: [email protected]
Pierre Archambeau [email protected]
Research Associate, Dept. of ArGEnCo, Univ. of Liege (ULg), Research Group of Hydraulics in Environmental and Civil Engineering (HECE), Chemin des Chevreuils 1, Bat B52/3 +1, B-4000 Liège, Belgium. E-mail: [email protected]
Michel Pirotton [email protected]
Professor, Dept. of ArGEnCo, Univ. of Liege (ULg), Research Group of Hydraulics in Environmental and Civil Engineering (HECE), Chemin des Chevreuils 1, Bat B52/3 +1, B-4000 Liège, Belgium. E-mail: [email protected]
Benjamin Dewals [email protected]
Associate Professor, Dept. of ArGEnCo, Univ. of Liege (ULg), Research Group of Hydraulics in Environmental and Civil Engineering (HECE), Chemin des Chevreuils 1, Bat B52/3 +1, B-4000 Liège, Belgium. E-mail: [email protected]

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