Scaling of velocity profiles for depth-limited open channel flows over simulated rigid vegetation

Using the plane mixing layer analogy, a length scale is proposed to normalize velocity profiles for vegetated open channel flows. The new scaling is an improvement over those based on the logarithmic, velocity-defect, and power laws in collapsing the velocity profiles, which include measurements c...

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Main Authors: Cheng, Nian-Sheng, Nguyen, Hoai Thanh, Tan, Soon Keat, Shao, Songdong
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2013
Online Access:https://hdl.handle.net/10356/96825
http://hdl.handle.net/10220/11632
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-968252020-03-07T11:43:36Z Scaling of velocity profiles for depth-limited open channel flows over simulated rigid vegetation Cheng, Nian-Sheng Nguyen, Hoai Thanh Tan, Soon Keat Shao, Songdong School of Civil and Environmental Engineering Maritime Research Centre Nanyang Environment and Water Research Institute Using the plane mixing layer analogy, a length scale is proposed to normalize velocity profiles for vegetated open channel flows. The new scaling is an improvement over those based on the logarithmic, velocity-defect, and power laws in collapsing the velocity profiles, which include measurements conducted in this study and also those reported in the literature for a variety of flow and vegetation configurations. An eddy viscosity model is also developed to justify the scaling argument. This study is limited to rigid vegetation submerged in depth-limited flows, in which the flow depth is no greater than twice the vegetation height. 2013-07-17T01:58:02Z 2019-12-06T19:35:29Z 2013-07-17T01:58:02Z 2019-12-06T19:35:29Z 2012 2012 Journal Article Cheng, N.-S., Nguyen, H. T., Tan, S. K., & Shao, S. (2012). Scaling of Velocity Profiles for Depth-Limited Open Channel Flows over Simulated Rigid Vegetation. Journal of Hydraulic Engineering, 138(8), 673-683. https://hdl.handle.net/10356/96825 http://hdl.handle.net/10220/11632 10.1061/(ASCE)HY.1943-7900.0000562 en Journal of hydraulic engineering © 2012 American Society of Civil Engineers.
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
description Using the plane mixing layer analogy, a length scale is proposed to normalize velocity profiles for vegetated open channel flows. The new scaling is an improvement over those based on the logarithmic, velocity-defect, and power laws in collapsing the velocity profiles, which include measurements conducted in this study and also those reported in the literature for a variety of flow and vegetation configurations. An eddy viscosity model is also developed to justify the scaling argument. This study is limited to rigid vegetation submerged in depth-limited flows, in which the flow depth is no greater than twice the vegetation height.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Cheng, Nian-Sheng
Nguyen, Hoai Thanh
Tan, Soon Keat
Shao, Songdong
format Article
author Cheng, Nian-Sheng
Nguyen, Hoai Thanh
Tan, Soon Keat
Shao, Songdong
spellingShingle Cheng, Nian-Sheng
Nguyen, Hoai Thanh
Tan, Soon Keat
Shao, Songdong
Scaling of velocity profiles for depth-limited open channel flows over simulated rigid vegetation
author_sort Cheng, Nian-Sheng
title Scaling of velocity profiles for depth-limited open channel flows over simulated rigid vegetation
title_short Scaling of velocity profiles for depth-limited open channel flows over simulated rigid vegetation
title_full Scaling of velocity profiles for depth-limited open channel flows over simulated rigid vegetation
title_fullStr Scaling of velocity profiles for depth-limited open channel flows over simulated rigid vegetation
title_full_unstemmed Scaling of velocity profiles for depth-limited open channel flows over simulated rigid vegetation
title_sort scaling of velocity profiles for depth-limited open channel flows over simulated rigid vegetation
publishDate 2013
url https://hdl.handle.net/10356/96825
http://hdl.handle.net/10220/11632
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