Technical Papers
May 16, 2012

GoRoSo: Feedforward Control Algorithm for Irrigation Canals Based on Sequential Quadratic Programming

Publication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 1

Abstract

The feedforward control canal problem is stated as a nonlinear optimization problem with constraints on the gate movements. It is numerically solved with the use of the sequential quadratic problem (SQP) method and the active set. The main objective of the resulting GoRoSo algorithm is the scheduling of the gate openings over a programmed operation scenario, and their calculation relies on the use of the Saint-Venant’s complete model over a prediction horizon. A numerical and analytical procedure is developed to quantify the influence of any gate movement over the canal flow conditions for a prediction time horizon. All these influences are lumped together in a global matrix, which is referred to as the hydraulic influence matrix. The GoRoSo algorithm is validated by means of a series of test developed by the ASCE task committee on canal automation algorithms.

Get full access to this article

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

Acknowledgments

This work was developed through the research project CGL2008-02927/BTE from the Spanish Ministry of Science and Education. The authors want to thank the reviewers for their comments that have improved the final version of this paper.

References

Bautista, E., and Clemmens, A. J. (1999). “Response of ASCE task committee test cases to open-loop control measures.” J. Irrig. Drain. Eng., 125(4), 179–188.
Bautista, E., and Clemmens, A. J. (2005). “Volume compensation method for routing irrigation canal demand changes.” J. Irrig. Drain. Eng., 131(6), 494–503.
Clemmens, A. J., Grawitz, B., Kacerek, T. F., and Schuurmans, W. (1998). “Test cases for canal control algorithms.” J. Irrig. Drain. Eng., 124(1), 23–30.
Cunge, J. A., Holly, F. M., and Verwey, A. (1980). Practical aspects of computational river hydraulics, Pitman, Boston.
Falvey, H. T., and Luning, P. C. (1979). “Gate stroking.”, U.S. Bureau of Reclamation, U.S. Dept. of the Interior, Washington, DC.
Fletcher, R. (1987). Practical methods of optimization, 2nd Ed., Wiley, Bath, UK.
Gill, P. E., Murray, W., and Wright, M. H. (1981). Practical optimization, Academic, San Diego, California.
Luenberger, D. G. (1984). Linear and nonlinear programming, 2nd Ed., Addison-Wesley, Wilmington, Delaware.
Malaterre, P. O. (1994). “Modelisation, analysis and LQR optimal control of an irrigation canal.” Ph.D. thesis, LAAS-CNRS-ENGREF-Cemagref, Etude EEE n14, Montpellier, France.
Soler, J. (2003). “Contribució a l’estudi del control de canals de regadiu per mitjà de mètodes numèrics de programació no lineal. Aplicació al càlcul de les trajectòries de referencia.” Ph.D. thesis, Polytechnic University of Catalonia, Catalonia, Spain.
Soler, J., Gómez, M., and Rodellar, J. (2008). “A control tool for irrigation canals with scheduled demands.” J. Hydraul. Res., 46(Extra Issue 1), 152–167.
Soler, J., Gómez, M., and Rodellar, J. (2011). “The hydraulic influence matrix of opening gate trajectories in canals based on the method of characteristics: concept, compilation and practical examples.” Research Rep., UPCommons, 〈http://hdl.handle.net/2117/12473〉 (Sep. 27, 2012).
Wylie, E. B. (1969). “Control of transient free surface flow.” J. Hydraul. Div., 95(1), 347–361.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 139Issue 1January 2013
Pages: 41 - 54

History

Received: Nov 8, 2010
Accepted: May 13, 2012
Published online: May 16, 2012
Published in print: Jan 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Hydroinformatical Researcher, Dept. of Applied Mathematics III, Technical Univ. of Catalonia, Comte d’Urgell, 187, 08036 Barcelona, Spain (corresponding author). E-mail: [email protected]
Manuel Gómez [email protected]
Professor, ETSECCPB, FLUMEN Research Institute, DEHMA, Technical Univ. of Catalonia, Jordi Girona 1–3, 08034 Barcelona, Spain. E-mail: [email protected]
José Rodellar [email protected]
Professor, ETSECCPB, Dept. of Applied Mathematics III, Technical Univ. of Catalonia, Jordi Girona 1–3, 08034 Barcelona, Spain. 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