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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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. |
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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. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Cheng, Nian-Sheng Nguyen, Hoai Thanh Tan, Soon Keat Shao, Songdong |
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Cheng, Nian-Sheng Nguyen, Hoai Thanh Tan, Soon Keat Shao, Songdong |
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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 |
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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 |
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2013 |
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https://hdl.handle.net/10356/96825 http://hdl.handle.net/10220/11632 |
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