CURVED OPEN CHANNEL FLOW ON VEGETATION ROUGHENED INNER BANK
A RNG numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180o curved open channel(a 4 m straight inflow section,a 180o curved section,and a 4m straight outflow section)partially covered with rigid vegetations on its inner bank.Under th...
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Published in | Journal of hydrodynamics. Series B Vol. 24; no. 1; pp. 124 - 129 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Singapore
Elsevier Ltd
01.02.2012
Springer Singapore State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China |
Subjects | |
Online Access | Get full text |
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Abstract | A RNG numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180o curved open channel(a 4 m straight inflow section,a 180o curved section,and a 4m straight outflow section)partially covered with rigid vegetations on its inner bank.Under the combined action of the vegetation and the bend flow,the flow structure is complex.The stream-wise velocities in the vegetation region are much smaller than those in the non-vegetation region due to the retardation caused by the vegetation.For the same reason,no clear circulation is found in the vegetated region,while in the non-vegetation region,a slight counter-rotating circulation is found near the outer bank at both 90o and downstream curved cross-sections.A comparison between the numerical prediction and the laboratory measurement shows that the RNG model can well predict the flow structure of the bend flow with vegetation.Furthermore,the shear stress is analyzed based on the numerical prediction.The much smaller value in the inner vegetated region indicates that the vegetation can effectively protect the river bank from scouring and erosion,in other words,the sediment is more likely to be deposited in the vegetation region. |
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AbstractList | A RNG
k
− ε numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180o curved open channel (a 4 m straight inflow section, a 180° curved section, and a 4m straight outflow section) partially covered with rigid vegetations on its inner bank. Under the combined action of the vegetation and the bend flow, the flow structure is complex. The stream-wise velocities in the vegetation region are much smaller than those in the non-vegetation region due to the retardation caused by the vegetation. For the same reason, no clear circulation is found in the vegetated region, while in the non-vegetation region, a slight counter-rotating circulation is found near the outer bank at both 90° and downstream curved cross-sections. A comparison between the numerical prediction and the laboratory measurement shows that the RNG
k − ε
model can well predict the flow structure of the bend flow with vegetation. Furthermore, the shear stress is analyzed based on the numerical prediction. The much smaller value in the inner vegetated region indicates that the vegetation can effectively protect the river bank from scouring and erosion, in other words, the sediment is more likely to be deposited in the vegetation region. TV133; A RNG k-ε numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180° curved open channel (a 4 m straight inflow section,a 180° curved section,and a 4m straight outflow section)partially covered with rigid vegetations on its inner bank.Under the combined action of the vegetation and the bend flow,the flow structure is complex.The stream-wise velocities in the vegetation region are much smaller than those in the non-vegetation region due to the retardation caused by the vegetation.For the same reason,no clear circulation is found in the vegetated region,while in the non-vegetation region,a slight counter-rotating circulation is found near the outer bank at both 90° and downstream curved cross-sections.A comparison between the numerical prediction and the laboratory measurement shows that the RNG k- model can well predict the flow structure of the bend flow with vegetation.Furthermore,the shear stress is analyzed based on the numerical prediction.The much smaller value in the inner vegetated region indicates that the vegetation can effectively protect the fiver bank from scouting and erosion,in other words,the sediment is more likely to be deposited in the vegetation region. A RNG numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180o curved open channel(a 4 m straight inflow section,a 180o curved section,and a 4m straight outflow section)partially covered with rigid vegetations on its inner bank.Under the combined action of the vegetation and the bend flow,the flow structure is complex.The stream-wise velocities in the vegetation region are much smaller than those in the non-vegetation region due to the retardation caused by the vegetation.For the same reason,no clear circulation is found in the vegetated region,while in the non-vegetation region,a slight counter-rotating circulation is found near the outer bank at both 90o and downstream curved cross-sections.A comparison between the numerical prediction and the laboratory measurement shows that the RNG model can well predict the flow structure of the bend flow with vegetation.Furthermore,the shear stress is analyzed based on the numerical prediction.The much smaller value in the inner vegetated region indicates that the vegetation can effectively protect the river bank from scouring and erosion,in other words,the sediment is more likely to be deposited in the vegetation region. A RNG k – ɛ numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180° curved open channel (a 4 m straight inflow section, a 180° curved section, and a 4m straight outflow section) partially covered with rigid vegetations on its inner bank. Under the combined action of the vegetation and the bend flow, the flow structure is complex. The stream-wise velocities in the vegetation region are much smaller than those in the non-vegetation region due to the retardation caused by the vegetation. For the same reason, no clear circulation is found in the vegetated region, while in the non-vegetation region, a slight counter-rotating circulation is found near the outer bank at both 90° and downstream curved cross-sections. A comparison between the numerical prediction and the laboratory measurement shows that the RNG k – ɛ model can well predict the flow structure of the bend flow with vegetation. Furthermore, the shear stress is analyzed based on the numerical prediction. The much smaller value in the inner vegetated region indicates that the vegetation can effectively protect the river bank from scouring and erosion, in other words, the sediment is more likely to be deposited in the vegetation region. A RNG k - epsilon numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180 degree curved open channel (a 4 m straight inflow section, a 180 degree curved section, and a 4m straight outflow section) partially covered with rigid vegetations on its inner bank. Under the combined action of the vegetation and the bend flow, the flow structure is complex. The stream-wise velocities in the vegetation region are much smaller than those in the non-vegetation region due to the retardation caused by the vegetation. For the same reason, no clear circulation is found in the vegetated region, while in the non-vegetation region, a slight counter-rotating circulation is found near the outer bank at both 90 degree and downstream curved cross-sections. A comparison between the numerical prediction and the laboratory measurement shows that the RNG k - epsilon model can well predict the flow structure of the bend flow with vegetation. Furthermore, the shear stress is analyzed based on the numerical prediction. The much smaller value in the inner vegetated region indicates that the vegetation can effectively protect the river bank from scouring and erosion, in other words, the sediment is more likely to be deposited in the vegetation region. |
Author | HUAI Wen-xin LI Cheng-guang ZENG Yu-hong QIAN Zhong-dong YANG Zhong-hua |
AuthorAffiliation | State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China |
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Cites_doi | 10.1061/(ASCE)0733-9429(1996)122:11(625) 10.1017/S0022112009007277 10.1080/15715124.2004.9635222 10.1016/S1001-6058(10)60111-4 10.3826/jhr.2009.3283 10.1016/S1001-6058(09)60062-7 10.1002/hyp.7953 10.1007/s11242-009-9371-8 10.1061/(ASCE)0733-9429(1985)111:9(1262) 10.1080/00221686.2001.9628292 10.1061/(ASCE)0733-9429(1996)122:11(671) 10.1061/JYCEAJ.0003647 |
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DocumentTitleAlternate | CURVED OPEN CHANNEL FLOW ON VEGETATION ROUGHENED INNER BANK |
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Keywords | non-submerged rigid vegetation RNG k – ɛ numerical model stream-wise velocities shear stress bend flow ε numerical model RNG RNG k-ε numerical model |
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Notes | 31-1563/T A RNG numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180o curved open channel(a 4 m straight inflow section,a 180o curved section,and a 4m straight outflow section)partially covered with rigid vegetations on its inner bank.Under the combined action of the vegetation and the bend flow,the flow structure is complex.The stream-wise velocities in the vegetation region are much smaller than those in the non-vegetation region due to the retardation caused by the vegetation.For the same reason,no clear circulation is found in the vegetated region,while in the non-vegetation region,a slight counter-rotating circulation is found near the outer bank at both 90o and downstream curved cross-sections.A comparison between the numerical prediction and the laboratory measurement shows that the RNG model can well predict the flow structure of the bend flow with vegetation.Furthermore,the shear stress is analyzed based on the numerical prediction.The much smaller value in the inner vegetated region indicates that the vegetation can effectively protect the river bank from scouring and erosion,in other words,the sediment is more likely to be deposited in the vegetation region. RNG numerical model,non-submerged rigid vegetation,bend flow,stream-wise velocities,shear stress ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
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Publisher | Elsevier Ltd Springer Singapore State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China |
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Snippet | A RNG numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180o curved open channel(a 4 m... A RNG k – ɛ numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180° curved open channel (a 4 m... A RNG k − ε numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180o curved open channel (a 4 m... A RNG k - epsilon numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180 degree curved open... TV133; A RNG k-ε numerical model together with a laboratory measurement with Micro ADV are adopted to investigate the flow through a 180° curved open channel... |
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SubjectTerms | Banks bend flow Channels Circulation Curved Engineering Engineering Fluid Dynamics Freshwater Hydrology/Water Resources Mathematical models non-submerged rigid vegetation Numerical and Computational Physics Numerical prediction River banks RNG k – ɛ numerical model shear stress Simulation stream-wise velocities Vegetation 内部银行 实验室测量 数值模型 数值预报 明渠流量 植被覆盖 流场结构 粗糙 |
Title | CURVED OPEN CHANNEL FLOW ON VEGETATION ROUGHENED INNER BANK |
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