TECHNICAL PAPERS
Aug 15, 2003

Calibration of Submerged Radial Gates

Publication: Journal of Hydraulic Engineering
Volume 129, Issue 9

Abstract

Calibration equations for free-flowing radial gates typically provide sufficient accuracy for irrigation district operations. However, many water purveyors have difficulty in determining accurate discharges when the downstream water level begins to submerge the gate. Based on experimental laboratory studies, we have developed a new calibration method for free-flowing and submerged radial gates that allows for multiple gates and widely varying upstream and downstream channel conditions. The method uses the energy equation on the upstream side of the structure and the momentum equation on the downstream side, and thus is called the Energy-Momentum Method. An iterative solution is required to solve these two equations, but this allows calibration from free flow to submerged flow continuously through the transition. Adjustments to the energy equation for free flow are described, along with an additional energy adjustment for the transition to submerged flow. An application is used to describe the new procedure and how it overcomes the limitations of current energy-based methods.

Get full access to this article

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

References

Bos, M. G., ed. (1989). Discharge measurement structures, 3rd Ed., Publication 20, International Institute for Land Reclamation and Improvement/ILRI, Wageningen, The Netherlands.
Bos, M. G., Replogle, J. A., and Clemmens, A. J. (1984). Flow measuring flumes for open channel systems, Wiley, New York.
Buyalski, C. P. (1983). Discharge algorithms for canal radial gates, REC-ERC-83-9, Engineering and Research Center, U.S. Bureau of Reclamation, Denver.
Clemmens, A. J., Wahl, T. L., Bos, M. G., and Replogle, J. A. (2001). Water measurement with flumes and weirs, Publication #58, International Institute for Land Reclamation and Improvement, Wageningen, The Netherlands.
Fangmeier, D. D., and Strelkoff, T. S.(1968). “Solutions for gravity flow under sluice gates.” J. Eng. Mech. Div., Am. Soc. Civ. Eng., 94(1), 153–176.
Gunal, M., and Narayanan, R.(1996). “Hydraulic jump in sloping channels.” J. Hydraul. Eng., 122(8), 436–442.
Henderson, F. M. (1966). Open channel flow, The Macmillan Company, New York.
Henry, H.(1950). “Discussion: Diffusion of submerged jet.” Trans. Am. Soc. Civ. Eng., 115, 687–697.
Isaacs, L. T., and Allen, P. H. (1994). “Contraction coefficients for radial sluice gates.” Proc. 1994 Int. Conf. on Hydraulics in Civil Engineering, National Conf. Publ. No. 94/1, Institute of Engineers, Barton, ACT, Australia, 262–265.
Montes, J. S.(1997). “Irrotational flow and real fluid effects under planar sluice gates.” J. Hydraul. Eng., 123(3), 219–232.
Montes, J. S.(1999). “Closure to ‘Irrotational flow and real fluid effects under planar sluice gates’. ” J. Hydraul. Eng., 125(2), 212–213.
Narayanan, R.(1975). “Wall jet analogy to hydraulic jump.” J. Hydraul. Div., Am. Soc. Civ. Eng., 101(3), 347–359.
Rajaratnam, N.(1965a). “Submerged hydraulic jump.” J. Hydraul. Div., Am. Soc. Civ. Eng., 91(4), 71–96.
Rajaratnam, N.(1965b). “The hydraulic jump as a wall jet.” J. Hydraul. Div., Am. Soc. Civ. Eng., 91(5), 107–132.
Rajaratnam, N., and Subramanya, K.(1967a). “Flow Immediately below submerged sluice gate.” J. Hydraul. Div., Am. Soc. Civ. Eng., 93(4), 57–77.
Rajaratnam, N., and Subramanya, K.(1967b). “Flow equations for sluice gate.” J. Irrig. Drain. Div., Proc., ASCE, 93(IR3), 167–186.
Replogle, J. A. (1975). “Critical flow flumes with complex cross-section.” Irrigation and drainage in an age of competition for resources, ASCE Specialty Conf. Proc., New York, 366–388.
Rouse, H., Siao, T. T., and Nagaratnam, S.(1959). “Turbulence characteristics of the hydraulic jump.” Trans. Am. Soc. Civ. Eng., 124, 926–966.
Speerli, J., and Hager, W. H.(1999). “Discussion: Irrotational flow and real fluid effects under planar sluice gates.” J. Hydraul. Eng., 125(2), 208–210.
Swamee, P. K.(1992). “Sluice-gate discharge equations.” J. Irrig. Drain. Eng., 118(1), 56–60.
Tel, J. (2000). “Discharge relations for radial gates.” MSc thesis, Delft Technical Univ., Delft, The Netherlands.
Toch, A.(1955). “Discharge characteristics of Tainter gates.” Trans. Am. Soc. Civ. Eng., 120, 290–300.
von Helmholtz, H. L. (1868). “Ueber diskontinuirliche Flussigkeitbewegungen.” Monatsberichten der Königlich Pressischen Akademie der Wissenschaften zu Berlin, Berlin, Germany, 215–228 (in German).
Webby, M. G.(1999). “Discussion: Irrotational flow and real fluid effects under planar sluice gates.” J. Hydraul. Eng., 125(2), 210–212.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 129Issue 9September 2003
Pages: 680 - 687

History

Received: Jun 25, 2002
Accepted: Mar 19, 2003
Published online: Aug 15, 2003
Published in print: Sep 2003

Permissions

Request permissions for this article.

Authors

Affiliations

A. J. Clemmens, M.ASCE
Laboratory Director, U.S. Water Conservation Laboratory, USDA-ARS, 4331 E. Broadway, Phoenix, AZ 85040.
T. S. Strelkoff, M.ASCE
Research Hydraulic Engineer, U.S. Water Conservation Laboratory, USDA-ARS, 4331 E. Broadway, Phoenix, AZ 85040.
J. A. Replogle, F.ASCE
Research Hydraulic Engineer, U.S. Water Conservation Laboratory, USDA-ARS, 4331 E. Broadway, Phoenix, AZ 85040.

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