Secondary flows over artificial bed strips

Characteristics of open channel flows can be significantly modified in the presence of secondary flows. In this study, cellular secondary flows were artificially generated with alternate rough and smooth bed strips, which were aligned longitudinally in an open channel. Flow measurements were conduct...

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Main Authors: Cheng, Nian-Sheng, Wang, Zhi-Qian.
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2012
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Online Access:https://hdl.handle.net/10356/101763
http://hdl.handle.net/10220/7646
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1017632020-03-07T11:45:53Z Secondary flows over artificial bed strips Cheng, Nian-Sheng Wang, Zhi-Qian. School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Water resources Characteristics of open channel flows can be significantly modified in the presence of secondary flows. In this study, cellular secondary flows were artificially generated with alternate rough and smooth bed strips, which were aligned longitudinally in an open channel. Flow measurements were conducted with a two-dimensional Laser Doppler Anemometer system. Experimental results show that the distributions of the primary velocity and streamwise Reynolds shear stress that are altered in the presence of the secondary flows clearly deviate from those observed for two-dimensional open channel flows. The modified streamwise velocity can be represented by a function proposed in the log-wake form but varying periodically in the lateral direction. This study also demonstrates that the flow field can be linearized so that a flow quantity can be generally decomposed into two components, one being related to the average base flow and the other symbolizing the perturbation caused by the bed configuration. This perturbation-based approach finally provides an analytical description of the altered Reynolds shear stress distribution that differs from the linear profile used for two-dimensional open channel flows. Accepted version 2012-03-21T08:34:05Z 2019-12-06T20:44:13Z 2012-03-21T08:34:05Z 2019-12-06T20:44:13Z 2005 2005 Journal Article Wang, Z. Q. & Cheng, N. S. (2005). Secondary flows over artificial bed strips. Advances in Water Resources, 28(5), 441-450. 0309-1708 https://hdl.handle.net/10356/101763 http://hdl.handle.net/10220/7646 10.1016/j.advwatres.2004.12.008 en Advances in water resources © 2005 Elsevier. This is the author created version of a work that has been peer reviewed and accepted for publication by Advances in Water Resources, Elsevier. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1016/j.advwatres.2004.12.008] 10 p. application/pdf
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Water resources
spellingShingle DRNTU::Engineering::Civil engineering::Water resources
Cheng, Nian-Sheng
Wang, Zhi-Qian.
Secondary flows over artificial bed strips
description Characteristics of open channel flows can be significantly modified in the presence of secondary flows. In this study, cellular secondary flows were artificially generated with alternate rough and smooth bed strips, which were aligned longitudinally in an open channel. Flow measurements were conducted with a two-dimensional Laser Doppler Anemometer system. Experimental results show that the distributions of the primary velocity and streamwise Reynolds shear stress that are altered in the presence of the secondary flows clearly deviate from those observed for two-dimensional open channel flows. The modified streamwise velocity can be represented by a function proposed in the log-wake form but varying periodically in the lateral direction. This study also demonstrates that the flow field can be linearized so that a flow quantity can be generally decomposed into two components, one being related to the average base flow and the other symbolizing the perturbation caused by the bed configuration. This perturbation-based approach finally provides an analytical description of the altered Reynolds shear stress distribution that differs from the linear profile used for two-dimensional open channel flows.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Cheng, Nian-Sheng
Wang, Zhi-Qian.
format Article
author Cheng, Nian-Sheng
Wang, Zhi-Qian.
author_sort Cheng, Nian-Sheng
title Secondary flows over artificial bed strips
title_short Secondary flows over artificial bed strips
title_full Secondary flows over artificial bed strips
title_fullStr Secondary flows over artificial bed strips
title_full_unstemmed Secondary flows over artificial bed strips
title_sort secondary flows over artificial bed strips
publishDate 2012
url https://hdl.handle.net/10356/101763
http://hdl.handle.net/10220/7646
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