Three-Level Decomposition for the Analysis of Turbulent Flow over Rough-Wall

To improve the understanding of the near-wall region in a rough-wall turbulent boundary layer, we use a three level decomposition as an alternative formulation to the classical Reynolds decomposition. The instantaneous flow variable is now decomposed to a time-space averaged mean flow, a steady mean...

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Main Authors: K. Bhaganagar, R Leighton
Format: Article
Language:English
Published: Isfahan University of Technology 2013-01-01
Series:Journal of Applied Fluid Mechanics
Subjects:
Online Access:http://jafmonline.net/JournalArchive/download?file_ID=27015&issue_ID=212
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spelling doaj-a0894c9d75114748bad34f8f02f71a6a2020-11-24T23:56:27ZengIsfahan University of Technology Journal of Applied Fluid Mechanics1735-36452013-01-0162257265.Three-Level Decomposition for the Analysis of Turbulent Flow over Rough-WallK. Bhaganagar0R Leighton1Department of Mechanical Engineering, University of San Antonio, USAAnn Arbor, Michigan, USATo improve the understanding of the near-wall region in a rough-wall turbulent boundary layer, we use a three level decomposition as an alternative formulation to the classical Reynolds decomposition. The instantaneous flow variable is now decomposed to a time-space averaged mean flow, a steady mean wake flow around the roughness (i.e. steady but spatially varying motions),and a residual fluctuating flow. In this paper, we present the momentum transport equations for these three components of the decomposition. These transport equations for the three velocity components will facilitate to establish and understand the local interactions of the mean flow, turbulence and wall roughness. We analyze the relative significance of these terms. The fundamental equations are derived within the immersed boundary representation of roughness elements. Total shear stress for rough-wall is obtained from the stress balance equation consisting of stress due to the roughness wake components, the Reynolds stress, the viscous stress and the stress due to the boundary force from the roughness. In order to evaluate the relative contribution of the components in this three-level decomposition, we use direct numerical simulation (DNS) to simulate flow in a channel with rough-walls. Surface roughness has been introduced using immersed boundary methods. The flow simulations are performed at Reτ= 180 and roughness height h+=5, 10, 20 for egg-carton roughness elements.http://jafmonline.net/JournalArchive/download?file_ID=27015&issue_ID=212Turbulence Rough-wall Direct numerical simulation Three-level decomposition Roughness wake Double averaging
collection DOAJ
language English
format Article
sources DOAJ
author K. Bhaganagar
R Leighton
spellingShingle K. Bhaganagar
R Leighton
Three-Level Decomposition for the Analysis of Turbulent Flow over Rough-Wall
Journal of Applied Fluid Mechanics
Turbulence
Rough-wall
Direct numerical simulation
Three-level decomposition
Roughness wake
Double averaging
author_facet K. Bhaganagar
R Leighton
author_sort K. Bhaganagar
title Three-Level Decomposition for the Analysis of Turbulent Flow over Rough-Wall
title_short Three-Level Decomposition for the Analysis of Turbulent Flow over Rough-Wall
title_full Three-Level Decomposition for the Analysis of Turbulent Flow over Rough-Wall
title_fullStr Three-Level Decomposition for the Analysis of Turbulent Flow over Rough-Wall
title_full_unstemmed Three-Level Decomposition for the Analysis of Turbulent Flow over Rough-Wall
title_sort three-level decomposition for the analysis of turbulent flow over rough-wall
publisher Isfahan University of Technology
series Journal of Applied Fluid Mechanics
issn 1735-3645
publishDate 2013-01-01
description To improve the understanding of the near-wall region in a rough-wall turbulent boundary layer, we use a three level decomposition as an alternative formulation to the classical Reynolds decomposition. The instantaneous flow variable is now decomposed to a time-space averaged mean flow, a steady mean wake flow around the roughness (i.e. steady but spatially varying motions),and a residual fluctuating flow. In this paper, we present the momentum transport equations for these three components of the decomposition. These transport equations for the three velocity components will facilitate to establish and understand the local interactions of the mean flow, turbulence and wall roughness. We analyze the relative significance of these terms. The fundamental equations are derived within the immersed boundary representation of roughness elements. Total shear stress for rough-wall is obtained from the stress balance equation consisting of stress due to the roughness wake components, the Reynolds stress, the viscous stress and the stress due to the boundary force from the roughness. In order to evaluate the relative contribution of the components in this three-level decomposition, we use direct numerical simulation (DNS) to simulate flow in a channel with rough-walls. Surface roughness has been introduced using immersed boundary methods. The flow simulations are performed at Reτ= 180 and roughness height h+=5, 10, 20 for egg-carton roughness elements.
topic Turbulence
Rough-wall
Direct numerical simulation
Three-level decomposition
Roughness wake
Double averaging
url http://jafmonline.net/JournalArchive/download?file_ID=27015&issue_ID=212
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