Technical Papers
Jul 13, 2016

Turbulence in a Gravel-Bed Stream with an Array of Large Gravel Obstacles

Publication: Journal of Hydraulic Engineering
Volume 142, Issue 11

Abstract

This experimental and analytical study investigates the double-averaged (DA) turbulent flow characteristics within an array of large gravel obstacles found atop a porous gravel bed. Analysis of the experimental data reveals that the DA streamwise velocity preserves the logarithmic law above the form-induced sublayer, while a linear law and a third-degree polynomial function apply within the form-induced and interfacial sublayers, respectively. The form-induced shear stress is 70% of the DA Reynolds shear stress (RSS) occurring at the virtual bed level. The DA turbulent kinetic energy (TKE) components, streamwise and vertical, attain their peak values at the obstacle crest level, while they diminish sharply below the virtual bed level. The fluxes of the TKE streamwise and vertical components, however, change their signs slightly below the crest level, indicating a changeover of the dominance of the bursting events. For the TKE budget, the TKE production, diffusion, and pressure energy diffusion rate terms attain their peak values at the crest level, while the TKE dissipation rate has its peak value at the virtual bed level. Third-order moments of velocity fluctuations follow the linear relationship, and their signs change slightly below the crest level. The quadrant analysis suggests that the sweep events are the governing mechanism at the near-bed flow region, while the ejection events become predominant with an increase in vertical distance. The quadrant plots of the form-induced velocity components display a pseudo-elliptical scatter within the interfacial sublayer and a small circular cluster above the form-induced sublayer.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 142Issue 11November 2016

History

Received: Feb 22, 2016
Accepted: Apr 8, 2016
Published online: Jul 13, 2016
Published in print: Nov 1, 2016
Discussion open until: Dec 13, 2016

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Authors

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Sankar Sarkar [email protected]
Visiting Assistant Professor, Physics and Applied Mathematics Unit, Indian Statistical Institute, Kolkata, West Bengal 700108, India. E-mail: [email protected]
Athanasios N. (Thanos) Papanicolaou, F.ASCE [email protected]
Professor and Goodrich Chair of Excellence, Dept. of Civil and Environmental Engineering, Director Hydraulics and Sedimentation Lab, Univ. of Tennessee, Knoxville, TN 37996-2313. E-mail: [email protected]
Subhasish Dey [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, West Bengal 721302, India; Adjunct Professor, Physics and Applied Mathematics Unit, Indian Statistical Institute, Kolkata, West Bengal 700108, India (corresponding author). E-mail: [email protected]

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