TECHNICAL NOTES
Feb 1, 2005

Flow Upstream of Orifices and Sluice Gates

Publication: Journal of Hydraulic Engineering
Volume 131, Issue 2

Abstract

Potential flow solutions of a point/line sink are extended to study the velocity field upstream of a finite-size orifice and sluice gate. It is found that, in the “near field” zones, the iso-velocity surfaces appear to be semiellipsoidal; while in the “far field” zones they become hemispheres. The shape and size of the orifice/sluice gate were found to be of no effect on the flow behavior beyond a certain distance. The development of velocity profile away from the orifice and sluice gate is examined, and the effects of water depth are studied. The results of this study compare very well with other numerical and experimental studies, and provide a general understanding of the flow field upstream of orifices and sluice gates.

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Acknowledgment

The writers are grateful to Yanming Zhang for doing some preliminary work on the use of distributed line sinks for the sluice gate flow in a class project report some years ago.

References

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Myers, J. G., Fox, J. F., Elmahdi, A. M., Perry, G. J., and Anayiotos, A. S. (1997). “Evaluation of the proximal flow field to circular and noncircular orifices of different aspect ratios.” Biochem. Eng. J., 119, 349–356.
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Rajaratnam, N., and Humphries, J. A. (1982). “Free flow upstream of vertical sluice gates.” J. Hydraul. Res., 20(5), 427–437.
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Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 131Issue 2February 2005
Pages: 127 - 133

History

Received: May 23, 2003
Accepted: Jul 21, 2004
Published online: Feb 1, 2005
Published in print: Feb 2005

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Authors

Affiliations

Yaser Shammaa [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2G7. E-mail: [email protected]
David Z. Zhu, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2G7 (corresponding author). E-mail: [email protected]
Nallamuthu Rajaratnam, F.ASCE [email protected]
Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2G7. E-mail: [email protected]

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