Technical Papers
Aug 11, 2022

Calibration of Free-Flow Radial Gates with Refined Energy Relations

Publication: Journal of Irrigation and Drainage Engineering
Volume 148, Issue 10

Abstract

Laboratory experiments were conducted on a radial gate to evaluate the energy equation for free-flow calibration. The experiments were used to develop new equations for the radial gate contraction coefficient for free flow. These were compared to equations for the contraction coefficient of radial and vertical sluice gates developed from prior studies and potential flow theory. The new radial gate free-flow contraction coefficient was related to both the gate lip angle and the gate opening relative to the energy head on the gate. The pressure distribution and velocity distribution coefficients were also evaluated. The energy loss through the gate was expressed as a function of the velocity head in the vena contracta, with a gate energy loss coefficient that varies with the relative gate opening. With the revised energy equations, the free-flow discharge predictions were computed for three data sets: (1) experiments presented here conducted at the USWCL laboratory in 2004–2005, (2) experiments performed by Jan Tel in 2000 and earlier using the same USWCL facility operated over a narrower range of conditions, and (3) experiments performed in the early 1980s by Clark Buyalski in the Bureau of Reclamation’s hydraulics laboratory. The coefficients were developed based on the later USWCL data only. The average discharge computation error for the combined data sets was 0.37%, and the standard deviation was 1.03%. Submerged flow predictions are the subject of future work.

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Data Availability Statement

The raw data in an Excel spreadsheet are available from the corresponding author upon reasonable request. Raw data as input to WinGate is also available.

Acknowledgments

This research was supported by the USDA Agricultural Research Service and the US Bureau of Reclamation.

References

Belaud, G., L. Cassan, and J.-P. Baume. 2009. “Calculation of contraction coefficient under sluice gates and application to discharge measurement.” J. Hydraul. Eng. 135 (12): 1086–1091. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000122.
Belaud, G., L. Cassan, and J.-P. Baume. 2012. “Contraction and correction coefficients for energy-momentum balance under sluice gates.” In Proc., 2012 World Environmental & Water Resources Congress, 2116–2127. Reston, VA: ASCE. https://doi.org/10.1061/9780784412312.212.
Buyalski, C. P. 1983. Discharge algorithms for canal radial gates. Denver: US Dept. of the Interior, Bureau of Reclamation.
Cassan, L., and G. Belaud. 2012. “Experimental and numerical investigation of flow under sluice gates.” J. Hydraul. Eng. 138 (4): 367–373. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000514.
Clemmens, A. J., T. S. Strelkoff, and J. A. Replogle. 2003. “Calibration of submerged radial gates.” J. Hydraul. Eng. 129 (9): 680–687. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:9(680).
Clemmens, A. J., and T. L. Wahl. 2012. “Computational procedures used for radial gate calibration in WinGate.” In Proc., 2012 World Environmental & Water Resources Congress, 2106–2115. Reston, VA: ASCE. https://doi.org/10.1061/9780784412312.211.
Clemmens, A. J., T. L. Wahl, M. G. Bos, and J. A. Replogle. 2001. Water measurement with flumes and weirs. Wageningen, Netherlands: International Institute for Land Reclamation and Improvement.
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Montes, J. S. 1997. “Irrotational flow and real fluid effects under planar sluice gates.” J. Hydraul. Eng. 123 (3): 219–232. https://doi.org/10.1061/(ASCE)0733-9429(1997)123:3(219).
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Wahl, T. L. 2005. “Refined energy correction for calibration of submerged radial gates.” J. Hydraul. Eng. 131 (6): 457–466. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:6(457).
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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 148Issue 10October 2022

History

Received: Mar 10, 2022
Accepted: May 20, 2022
Published online: Aug 11, 2022
Published in print: Oct 1, 2022
Discussion open until: Jan 11, 2023

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Authors

Affiliations

Retired, Laboratory Director, USDA/ARS, US Arid Land Agricultural Research Center, Maricopa, AZ 85138 (corresponding author). ORCID: https://orcid.org/0000-0002-8571-068X. Email: [email protected]
Hydraulic Engineer, US Bureau of Reclamation, Hydraulic Investigations and Laboratory Services Group, Denver, CO 80225-0007. ORCID: https://orcid.org/0000-0002-2081-2263. Email: [email protected]

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