TECHNICAL NOTES
Feb 24, 2010

Enhancing Utility of Submerged Vanes with Collar

Publication: Journal of Hydraulic Engineering
Volume 136, Issue 9

Abstract

Submerged vanes are submerged foils of low height and larger length, constructed in a river at an angle of attack α to the flow to modify the near-bed flow pattern and redistribute flow and sediment transport within the channel cross section. At a Froude number (F) of 0.13, the local scour development around the submerged vane without a collar was not enough to dislodge the vane whereas at F=0.25 , there was a significant local scour hole around the vane and the vane was dislodged. With the introduction of a collar at the leading edge of a submerged vane, the scour depth at the leading edge of the vane was reduced to zero. A collar of circular shape was found more suitable for a rectangular vane. Recommendations for sizing collars at two values of F are given. The optimal α for a rectangular vane with a collar was found close to 40°. The study clearly indicates the advantages of using collars in case of submerged vanes and provides insight into selection of appropriate collar shapes.

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References

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Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 136Issue 9September 2010
Pages: 651 - 655

History

Received: Dec 4, 2007
Accepted: Feb 22, 2010
Published online: Feb 24, 2010
Published in print: Sep 2010

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Authors

Affiliations

Umesh P. Gupta
Central Water Commission, R.K. Puram, New Delhi, India (corresponding author).
C. S. P. Ojha, M.ASCE
Professor, Dept. of Civil Engineering, Indian Institute of Technology, Roorkee, India.
Nayan Sharma
Professor, Dept. of WRD&M, Indian Institute of Technology, Roorkee, India.

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