Abstract

This article describes the hydraulic behavior of a mixed water level control hydromechanical gate present in several irrigation canals. The automatic gate is termed “mixed” because it can hold either the upstream water level or the downstream water level constant according to the flow conditions. Such a complex behavior is obtained through a series of side tanks linked by orifices and weirs. No energy supply is needed in this regulation process. The mixed flow gate is analyzed and a mathematical model for its function is proposed, assuming the system is at equilibrium. The goal of the modeling was to better understand the mixed gate function and to help adjust their characteristics in the field or in a design process. The proposed model is analyzed and evaluated using real data collected on a canal in the south of France. The results show the ability of the model to reproduce the function of this complex hydromechanical system. The mathematical model is also implemented in software dedicated to hydraulic modeling of irrigation canals, which can be used to design and evaluate management strategies.

Get full access to this article

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

Acknowledgments

The authors would like to acknowledge the support provided by the BRL Exploitation company for the field measurements.

References

Alsthom. (1993). “Vanne mixte. Technical note.” Rep. No. NT04130, France.
Belaud, G., Litrico, X., De Graaf, B., and Baume, J.-P. (2008). “Hydraulic modeling of an automatic upstream water-level control gate for submerged conditions.” J. Irrig. Drain Eng., 134(3), 315–326.
Bos, M. (1989). Discharge measurement structures, 3rd Ed., International Institute for Land Reclamation and Improvement, Wageningen, Netherlands.
Brouwer, R. (1987). “Design and application of automatic check gate for tertiary turnouts.” Proc., 13th Int. Congress on Irrigation and Drainage (ICID), Rabat, Morocco, 671–683.
Burt, C., Angold, R., Lehmkuhl, M., and Styles, S. (2001). “Flap gate design for automatic upstream canal water level control.” J. Irrig. Drain Eng., 127(2), 84–91.
Cemagref. (2004). Simulation of irrigation canals (SIC) version 4.30: User’s guide and theoretical concepts, France.
Chow, V. T. (1959). Open-channel hydraulics, McGraw-Hill, New York.
Litrico, X., Belaud, G., Baume, J.-P., and Ribot-Bruno, J. (2005). “Hydraulic modeling of an automatic upstream water-level control gate.” J. Irrig. Drain Eng., 131(2), 176–189.
Malaterre, P., Rogers, D., and Schurmans, J. (1998). “Classification of canal control algorithms.” J. Irrig. Drain Eng., 124, 3–10.
Ramirez Luna, J. (1997). “Modélisation des ouvrages frontaux et latéraux dans les canaux d’irrigation.” Ph.D. thesis, Engref (in French).
Sepulveda, C., Gomez, M., and Rodellar, J. (2009). “Benchmark of discharge calibration methods for submerged sluice gates.” J. Irrig. Drain Eng., 135(5), 676–682.
Vlugter, H. (1940). “Over zelfwerkende peilregelaars bij den waterstaat in Nederlandsch-Indie.” De Ingenieur in Nederlandsch-Indie, 6, 84–93 (in Dutch).

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 137Issue 7July 2011
Pages: 446 - 453

History

Received: Feb 12, 2010
Accepted: Oct 1, 2010
Published online: Jun 15, 2011
Published in print: Jul 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Ludovic Cassan [email protected]
Researcher, UMR G-EAU, Cemagref, 361 rue J-F Breton, 34196 Montpellier Cedex 5, France (corresponding author). E-mail: [email protected]
Jean-Pierre Baume [email protected]
Research Engineer, UMR G-EAU, Cemagref, 361 rue J-F Breton, 34196 Montpellier Cedex 5, France. E-mail: [email protected]
Gilles Belaud [email protected]
Assistant Professor, UMR G-EAU, SupAgro/IRD, 361 rue J-F Breton, 34196 Montpellier Cedex 5, France. E-mail: [email protected]
Xavier Litrico [email protected]
Researcher, UMR G-EAU, Cemagref, 361 rue J-F Breton, 34196 Montpellier Cedex 5, France. E-mail: [email protected]
Pierre-Olivier Malaterre [email protected]
Researcher, UMR G-EAU, Cemagref, 361 rue J-F Breton, 34196 Montpellier Cedex 5, France. E-mail: [email protected]
José Ribot-Bruno [email protected]
Research Engineer, UMR G-EAU, Cemagref, 361 rue J-F Breton, 34196 Montpellier Cedex 5, France. E-mail: [email protected]

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