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 inJournal of hydrodynamics. Series B Vol. 24; no. 1; pp. 124 - 129
Main Authors HUAI, Wen-xin, LI, Cheng-guang, ZENG, Yu-hong, QIAN, Zhong-dong, YANG, Zhong-hua
Format Journal Article
LanguageEnglish
Published Singapore Elsevier Ltd 01.02.2012
Springer Singapore
State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
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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.
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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Issue 1
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
Language English
LinkModel DirectLink
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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
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PublicationTitle Journal of hydrodynamics. Series B
PublicationTitleAbbrev J Hydrodyn
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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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