TECHNICAL PAPERS
Jun 1, 2007

Prediction of Critical Submergence for a Rectangular Intake

Publication: Journal of Energy Engineering
Volume 133, Issue 2

Abstract

The effects of the blockage of a rectangular intake duct and impervious flow boundaries on the critical submergence of a rectangular intake are presented. The potential solution, based on the Rankine stagnation point, is determined to be another approximate method for the prediction of the critical submergence of this kind of intake. It is found that a critical cylindrical sink surface capped with two critical hemispherical sink surfaces at both ends with a radius equal to the radial distance of the stagnation point (which is 2π times the critical submergence of the rectangular intake) can also be used to predict critical submergence. Theoretical results and available experimental data are compared. The theory presented in this study acceptably (by about 1–20%) estimates the critical submergence for the cases where the distance (clearances) of the impervious solid boundaries are larger than 1/2 of the small inner dimension of the intake. On the other hand, the theory overestimates the critical submergence by about 80% for the cases where the distances of the solid boundaries (especially those cutting the free surface such as the dead-end wall) become zero.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This study was financed by the Research Fund of Gazi University, Ankara, Turkey (Project No. 06/2004-22). This support is greatly appreciated.

References

Bahadırlı, T. (2005). “An approximate method for critical submergence of a rectangular intake.” MSc thesis, Dept. of Civil Engineering, Gazi Univ., Ankara, Turkey.
Gordon, J. L. (1970). “Vortices at intakes.” Water Power, 137–138.
Jiming, M., Yuanbo, L., and Jitang, H. (2000). “Minimum submergence before double-entrance pressure intakes.” J. Hydraul. Eng., 126(8), 628–631.
Kocabaş, F., and Yıldırım, N. (2002). “Effect of circulation on critical submergence of an intake pipe.” J. Hydraul. Res., 40(4), 741–752.
Prosser, M. J. (1977). “The hydraulic design of pump sumps and intakes.” Rep. No. 0-86017-027-6, British Hydromechanics Research Association/Construction Industry Research and Information Association, Cranfield, Bedford, U.K.
Reddy, Y. R., and Pickford, J. A. (1972). “Vortices at intakes in conventional sumps.” Water Power, 108–109.
Yıldırım, N. (2004). “Critical submergence for a rectangular intake.” J. Eng. Mech., 130(10), 1195–1210.
Yıldırım, N., and Kocabaş, F. (1995). “Critical submergence for intakes in open channel flow.” J. Hydraul. Eng., 121(12), 900–905.
Yıldırım, N., and Kocabaş, F. (1998). “Critical submergence for intakes in still-water reservoir.” J. Hydraul. Eng., 124(1), 103–104.
Yıldırım, N., Kocabaş, F., and Gülcan, S. C. (2000). “Flow-boundary effects on critical submergence of intake pipe.” J. Hydraul. Eng., 126(4), 288–297.
Yuan, S. W. (1967). Foundation of fluid mechanics, Prentice-Hall, Englewood Cliff, N.J., 203–224.

Information & Authors

Information

Published In

Go to Journal of Energy Engineering
Journal of Energy Engineering
Volume 133Issue 2June 2007
Pages: 91 - 103

History

Received: Dec 19, 2005
Accepted: Jul 6, 2006
Published online: Jun 1, 2007
Published in print: Jun 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Nihat Eroğlu
Assistant Professor, Faculty of Engineering and Architecture, Civil Engineering Dept., Gazi Univ., Maltepe, Ankara 06570, Turkey. E-mail: [email protected]
Tolga Bahadırlı
Graduate Student, Faculty of Engineering and Architecture, Civil Engineering Dept., Gazi Univ., Maltepe, Ankara 06570, Turkey.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share