Case Studies
Oct 28, 2016

Evaluating the Effects of Constructing a Tail Reservoir in a Canal with Automatic Distant Downstream Control

Publication: Journal of Irrigation and Drainage Engineering
Volume 143, Issue 3

Abstract

Although canal control automation has been generally disregarded in the irrigation modernization projects in Spain, regulation reservoirs formed part of most projects. Recent projects combining storage reservoirs with automatic canal control lack clear design criteria, although they are influenced by the evident benefits from the construction of reservoirs at the tail of large canals with upstream control. A case study is presented herein that evaluates the effects of enlarging the downstream pool of one of the few irrigation canals that is operated automatically in Spain using distant downstream control. The study used an unsteady flow hydraulic model that proved to be a very useful tool for demonstrating to district managers the advantages and disadvantages of alternative control strategies, including the construction of a reservoir at the canal tail.

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Acknowledgments

This study was supported by the research project “Gestión sostenible de los recursos hídricos empleados en la agricultura aplicando nuevas tecnologías” (P09-RNM5069), funded by “Consejería de Innovación, Ciencia y Empresa (Junta de Andalucía).” The authors thank the technical assistance of Mr. Daniel Lozano and the staff of the Sector BXII del Bajo Guadalquivir irrigation district for their support.

References

Clemmens, A. J. (2012). “Water-level difference controller for main canals.” J. Irrig. Drain. Eng., 1–8.
Clemmens, A. J., Kacerek, T. F., Grawitz, B., and Schuurmans, W. (1998). “Test cases for canal control algorithm.” J. Irrig. Drain. Eng., 23–30.
Clemmens, A. J., Litrico, X., van Overloop, P.-J., and Strand, R. J. (2012). “Estimating canal pool resonance with auto tune variation.” J. Irrig. Drain. Eng., 9–15.
Clemmens, A. J., and Schuurmans, J. (2004). “Simple optimal downstream feedback canal controllers: Theory.” J. Irrig. Drain. Eng., 26–34.
Fernández García, I., Rodríguez Díaz, J. A., Camacho Poyato, E., Montesinos, P., and Berbel, J. (2014). “Effects of modernization and medium term perspectives on water and energy use in irrigation districts.” Agric. Syst., 131, 56–63.
Guan, G., Clemmens, A. J., Kacerek, T. F., and Wahlin, B. T. (2011). “Applying water-level difference control to Central Arizona Project.” J. Irrig. Drain. Eng., 747–753.
Hashemy, S. M., Maestre, J. M., and Van Overloop, P. J. (2015). “Equitable water distribution in main irrigation canals with constrained water supply.” Water Resour. Manage., 29(9), 3315–3328.
Hashemy, S. M., Monem, M. J., Isapoor, S., and Van Overloop, P. J. (2013a). “Using in-line reservoir operational strategy to improve Dez main irrigation canal performance.” Irrig. Drain., 62(4), 458–467.
Hashemy, S. M., Monem, M. J., Maestre, J. M., and Van Overloop, P. J. (2013b). “Application of an in-line storage strategy to improve the operational performance of main irrigation canals using model predictive control.” J. Irrig. Drain. Eng., 635–644.
Hashemy, S. M., and Van Overloop, P.-J. (2013). “Applying decentralized water level difference control for operation of the Dez main canal under water shortage.” J. Irrig. Drain. Eng., 1037–1044.
Litrico, X., and Fromion, V. (2006). “Tuning of robust distant downstream PI controllers for an irrigation canal pool. I: Theory.” J. Irrig. Drain. Eng., 359–368.
Litrico, X., Fromion, V., Baume, J.-P., Arranja, C., and Rijo, M. (2005). “Experimental validation of a methodology to control irrigation canals based on Saint-Venant equations.” Control Eng. Pract., 13(11), 1425–1437.
Litrico, X., Malaterre, P. O., Baume, J. P., Vion, P. Y., and Ribot-Bruno, J. (2007). “Automatic tuning of PI controllers for an irrigation canal pool.” J. Irrig. Drain. Eng., 27–37.
Lozano, D., Arranja, C., Rijo, M., and Mateos, L. (2010). “Simulation of automatic control of an irrigation canal.” Agric. Water Manage., 97(1), 91–100.
Lozano, D., Dorchies, D., Belaud, G., Litrico, X., and Mateos, L. (2012). “Simulation study on the influence of roughness on the downstream automatic control of an irrigation canal.” J. Irrig. Drain. Eng., 285–293.
Lozano, D., Mateos, L., Merkley, G. P., and Clemmens, A. J. (2009). “Field calibration of submerged sluice gates in irrigation canals.” J. Irrig. Drain. Eng., 763–772.
Malaterre, P. O., and Baume, J. P. (1997). “SIC 3.0—A simulation model for canal automation design.” Int., Workshop on the Regulation of Irrigation Canals: State of the Art of Research and Applications, RIC97, 1, CemOA Publications, Antony Cedex, France, 68–75.
Schuurmans, W., Brouwer, R., and Wonink, P. (1992). “Identification of control system for canal with night storage.” J. Irrig. Drain. Eng., 360–369.
Soler, J., Gamazo, P., Rodellar, J., and Gómez, M. (2015). “Operation of an irrigation canal by means of the passive canal control.” Irrig. Sci., 33(2), 95–106.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 143Issue 3March 2017

History

Received: Aug 25, 2015
Accepted: Aug 22, 2016
Published online: Oct 28, 2016
Published in print: Mar 1, 2017
Discussion open until: Mar 28, 2017

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Authors

Affiliations

David Lozano [email protected]
Research Hydraulic Engineer, IFAPA, Junta de Andalucía, Alameda del Obispo, 14004 Córdoba, Spain (corresponding author). E-mail: [email protected]
Luciano Mateos, Aff.M.ASCE [email protected]
Research Scientist, Instituto de Agricultura Sostenible, CSIC, Alameda del Obispo, 14004 Córdoba, Spain. E-mail: [email protected]

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