Technical Papers
Sep 10, 2020

Evaluating Optimization Objectives in Linear Quadratic Control Applied to Open Canal Automation

Publication: Journal of Water Resources Planning and Management
Volume 146, Issue 11

Abstract

Proportional-integral (PI) control, as one of the most popular classic control methods, has been applied widely to the real-world practice of canal automatic control. The performance of a PI controller largely depends on two key parameters, namely the proportional constant Kp and the integrational time constant Ti. Rather than tuning these parameters empirically or in terms of the canal morphology, this study proposes a linear quadratic regulator (LQR) to determine their optimal values. The proposed LQR utilizes an integrator delay model to represent the hydrodynamics of open canals in order to minimize changes in water levels and flow rates. In addition, the weights for the optimization objective in the LQR are determined by an optimized quadratic performance indicators estimate (OQPIE), using the precalculated nondimensional integrated square of error and nondimensional integrated absolute discharge change as well as inherent designed parameters, which potentially impact the stability of system states. In this way, the LQR can fit various canal automation applications, especially for low-gradient canals. The optimal PI controller was tested on two different-scaled canals. Results showed that the objective was met satisfactorily, and stability can be reached in hours.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request (all simulation data of test cases).

Acknowledgments

The authors thank Albert J. Clemmens, US Arid Land Agricultural Research Center, for fruitful discussions about and constructive suggestions for the study. The authors also are grateful to the anonymous reviewers for their valuable comments. The authors gratefully acknowledge the financial support from the National Natural Science Foundation of China (Nos. 51979202, 51439006 and 51009108), the National Key R&D Program of China (Grant No. 2016YFC0401810), and Project C3PO of the Spanish MEC (Grant No. DPI2017-86918-R).

References

Åström, K. J., and T. Hägglund. 1984. “Automatic tuning of simple regulators with specifications on phase and amplitude margins.” Automatica 20 (5): 645–651. https://doi.org/10.1016/0005-1098(84)90014-1.
Baume, J. P., P. O. Malaterre, and J. Sau. 1999. “Tuning of PI controllers for an irrigation canal using optimization tools.” In Proc., Workshop on Modernization of Irrigation Water Delivery Systems, 483–500. Denver: US Society for Irrigation and Drainage Professional.
Belaud, G., X. Litrico, and A. J. Clemmens. 2013. “Response time of a canal pool for scheduled water delivery.” J. Irrig. Drain. Eng. 139 (4): 300–308. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000545.
Bhat, S. P., and S. R. Hirekhan. 2015. “Automation of water discharge process at canals.” In Proc., Int. Conf. on Applied and Theoretical Computing and Communication Technology, 609–613. New York: IEEE. https://doi.org/10.1109/ICATCCT.2015.7456957.
Burt, C. M., R. S. Mills, and R. D. Khalsa. 1998. “Improved proportional-integral (PI) logic for canal automation.” J. Irrig. Drain. Eng. 124 (1): 53–57. https://doi.org/10.1061/(ASCE)0733-9437(1998)124:1(53).
Burt, C. M., and X. S. Piao. 2004. “Advances in PLC-based irrigation canal automation.” Irrig. Drain. 53 (1): 29–37. https://doi.org/10.1002/ird.106.
Cantoni, M., E. Weyer, Y. Li, S. K. Ooi, I. Mareels, and M. Ryan. 2007. “Control of large-scale irrigation networks.” In Vol. 1 of Proc., Technology of Networked Control Systems, 75–91. New York: IEEE. https://doi.org/10.1109/JPROC.2006.887289.
Chou, T. E. 1959. Open-channel hydraulics. New York: McGraw-Hill.
Clemmens, A. J., T. F. Kacerek, B. Grawitz, and W. Schuurmans. 1998. “Test cases for canal control algorithms.” J. Irrig. Drain. Eng. 124 (1): 23–30. https://doi.org/10.1061/(ASCE)0733-9437(1998)124:1(23).
Clemmens, A. J., and J. Schuurmans. 2004. “Simple optimal downstream feedback canal controllers: Theory.” J. Irrig. Drain. Eng. 130 (1): 26–34. https://doi.org/10.1061/(ASCE)0733-9437(2004)130:1(26).
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., X. Tian, P.-J. van Overloop, and X. Litrico. 2015. “Integrator delay zero model for design of upstream water-level controllers.” J. Irrig. Drain. Eng. 143 (3): B4015001. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000997.
Clemmens, A. J., and B. T. Wahlin. 2004. “Simple optimal downstream feedback canal controllers: ASCE test case results.” J. Irrig. Drain. Eng. 130 (1): 35–46. https://doi.org/10.1061/(ASCE)0733-9437(2004)130:1(35).
Cui, W., X. P. Mu, W. X. Chen, T. A. Stephens, and B. P. Bledsoe. 2019. “Emergency control scheme for upstream pools of long-distance canals.” Irrig. Drain. 68 (2): 218–226. https://doi.org/10.1002/ird.2297.
Dent, P. 2004. “Submerged radial gate calibration using historical data to improve canal automation performance.” In Proc., Critical Transitions in Water and Environmental Resources Management. Reston, VA: ASCE. https://doi.org/10.1061/40737(2004)278.
Ding, Z. L. 2009. “Research on hydraulic characteristics and operation control of long distance water transfer channel. [In Chinese.] Ph.D. thesis, Hydraulics and River Dynamics, Wuhan Univ.
Domingues, J., D. Valerio, and J. S. da Costa. 2009. “Rule-based fractional control of an irrigation canal.” In Proc., 35th Annual Conf. of IEEE Industrial Electronics, 1712–1717. New York: IEEE. https://doi.org/10.1109/IECON.2009.5414822.
Dong, J. 1998. “PI/PID controller designs for linear multivariable, SISO nonlinear and two degree of freedom control systems.” Doctoral dissertation, Dept. of Chemical Engineering, Case Western Reserve Univ.
Guan, G. H., K. Zhong, W. J. Liao, C. C. Xiao, and H. W. Su. 2018. “Optimization of controller parameters based on nondimensional performance indicators for canal systems. [In Chinese.] Trans. CSAE 34 (7): 90–99. https://doi.org/10.11975/j.issn.1002-6819.2018.07.012.
Guenova, I., X. Litrico, and D. Georges. 2004. “Modelling and robust PID control of an irrigation canal pool.” In Proc., 23rd IASTED Int. Conf. on Modelling, Identification, and Control, 561–566. Calgary, AB: ACTA Press.
Gupta, J., and P. van der Zaag. 2008. “Interbasin water transfers and integrated water resources management: Where engineering, science and politics interlock.” Phys. Chem. Earth. 33 (1–2): 28–40. https://doi.org/10.1016/j.pce.2007.04.003.
Han, Y. C., X. P. Gao, X. Y. Tu, and C. Zhang. 2007. “Self-adapting canal automation control method based on CMAC neural network. [In Chinese.] J. Irrig. Drain. 26 (2): 76–79. https://doi.org/10.1631/jzus.2007.A1596.
Hashemy Shahdany, S. M., and A. R. Firoozfar. 2017. “Providing a reliable water level control in main canals under significant inflow fluctuations at drought periods within canal automation.” Water Resour. Manage. 31 (11): 3343–3354. https://doi.org/10.1007/s11269-017-1671-0.
Henry, H. R. 1950. “Discussion of ‘Diffusion of submerged jets’.” Trans. ASCE 115 (1): 687–694.
Horváth, K., M. G. Valentín, and J. Rodellar. 2013. “The effect of the choice of the control variables of the water level control of open channels.” In Proc., 10th IEEE Int. Conf. on Networking, Sensing and Control (ICNSC), 621–626. New York: IEEE. https://doi.org/10.1109/ICNSC.2013.6548810.
Hu, S. S. 2001. Automatic control principle. Beijing: China Science Publishing & Media.
Litrico, X., and V. Fromion. 2006. “Tuning of robust distant downstream PI controllers for an irrigation canal pool. I: Theory.” J. Irrig. Drain. Eng. 132 (4): 359–368. https://doi.org/10.1061/(ASCE)0733-9437(2006)132:4(359).
Litrico, X., V. Fromion, J. P. Baume, and M. Rijo. 2003. “Modelling and PI control of an irrigation canal.” In Proc., European Control Conf., 850–855. New York: IEEE. https://doi.org/10.23919/ECC.2003.7085064.
Litrico, X., V. Fromion, and J.-P. Baume. 2006. “Tuning of robust distant downstream PI controllers for an irrigation canal pool. II: Implementation issues.” J. Irrig. Drain. Eng. 132 (4): 369–379. https://doi.org/10.1061/(ASCE)0733-9437(2006)132:4(369).
Litrico, X., P.-O. Malaterre, J.-P. Baume, P.-Y. Vion, and J. Ribot-Bruno. 2007. “Automatic tuning of PI controllers for an irrigation canal pool.” J. Irrig. Drain. Eng. 133 (1): 27–37. https://doi.org/10.1061/(ASCE)0733-9437(2007)133:1(27).
Liu, G. Q., G. H. Guan, and C. D. Wang. 2011. “Transition mode of the middle route of South-to-North Water Transfer Project before freezing.” In Proc., IEEE Int. Conf. on Networking, Sensing and Control, 270–274. New York: IEEE. https://doi.org/10.1109/ICNSC.2011.5874904.
Liu, G. Q., G. H. Guan, and C. D. Wang. 2013. “Transition mode of long distance water delivery project before freezing in winter.” J. Hydroinform. 15 (2): 306–320. https://doi.org/10.2166/hydro.2012.167.
Mahmoud, M. S. 2009. “Stabilization of time-delay systems by PID controllers.” In Proc., 6th Int. Multi-Conf. on Systems, Signals and Devices, 1–6. New York: IEEE. https://doi.org/10.1109/SSD.2009.4956723.
Malaterre, P. O. 1998. “PILOTE: Linear quadratic optimal controller for irrigation canals.” J. Irrig. Drain. Eng. 124 (4): 187–194. https://doi.org/10.1061/(ASCE)0733-9437(1998)124:4(187).
Mareels, I., E. Weyer, S. K. Ooi, M. Cantoni, Y. Li, and G. Nair. 2005. “Systems engineering for irrigation systems: Successes and challenges.” Ann. Rev. Control 29 (2): 191–204. https://doi.org/10.1016/j.arcontrol.2005.08.001.
Meador, M. R. 1992. “Inter-basin water transfer-ecological concerns.” Fisheries 17 (2): 17–22. https://doi.org/10.1577/1548-8446(1992)017%3C0017:IWTEC%3E2.0.CO;2.
Mudi, R. K., and N. R. Pal. 1999. “A robust self-tuning scheme for PI- and PD-type fuzzy controllers.” IEEE Trans. Fuzzy Syst. 7 (1): 2–16. https://doi.org/10.1109/91.746295.
Ocampo-Martinez, C., and R. R. Negenborn. 2015. Transport of water versus transport over water. New York: Springer. https://doi.org/10.1007/978-3-319-16133-4.
Ooi, S. K., and E. Weyer. 2008. “Control design for an irrigation channel from physical data.” Control Eng. Pract. 16 (9): 1132–1150. https://doi.org/10.1016/j.conengprac.2008.01.004.
Otero, J. M. 1995. Computation of flow through water-control structures. Miami: Water Resources Evaluation Dept.
Reddy, J. M. 1990. “Evaluation of optimal constant-volume control for irrigation canals.” Appl. Math. Modell. 14 (9): 450–458. https://doi.org/10.1016/0307-904X(90)90169-6.
Ruan, X. J., and C. D. Wang. 2003. “Optimization control on canal operation and operation simulation. [In Chinese.] Yangtze River 34 (10): 30–32. https://doi.org/10.3969/j.issn.1001-4179.2003.10.014.
Sadegh, M., N. Mahjouri, and R. Kerachian. 2010. “Optimal inter-basin water allocation using crisp and fuzzy Shapley games.” Water Resour. Manage. 24 (10): 2291–2310. https://doi.org/10.1007/s11269-009-9552-9.
Schuurmans, J. 1997. “Control of water levels in open-channels.” Ph.D. thesis, Faculty of Civil Engineering, Technische Universiteit Delft.
Schuurmans, J., O. H. Bosgra, and R. Brouwer. 1995. “Open-channel flow model approximation for controller design.” Appl. Math. Modell. 19 (9): 525–530. https://doi.org/10.1016/0307-904X(95)00053-M.
Schuurmans, J., A. J. Clemmens, S. Dijkstra, A. Hof, and R. Brouwer. 1999. “Modeling of irrigation and drainage canals for controller design.” J. Irrig. Drain. Eng. 125 (6): 338–344. https://doi.org/10.1061/(ASCE)0733-9437(1999)125:6(338).
Swanda, A. P. 1999. “PID controller performance assessment based on closed-loop response data.” Ph.D. thesis, Dept. of Chemical Engineering, Univ. of California, Santa Barbara.
van Overloop, P.-J. 2006a. “Drainage control in water management of polders in the Netherlands.” Irrig. Drain. Syst. 20 (1): 99–109. https://doi.org/10.1007/s10795-006-5424-0.
van Overloop, P.-J. 2006b. Model predictive control on open water systems. Amsterdam, Netherlands: IOS Press.
van Overloop, P.-J., J. Schuurmans, R. Brouwer, and C. M. Burt. 2005. “Multiple-model optimization of proportional integral controllers on canals.” J. Irrig. Drain. Eng. 131 (2): 190–196. https://doi.org/10.1061/(ASCE)0733-9437(2005)131:2(190).
Volodymyr, V., L. Andriy, and K. Klaus. 2007. “Two types of adaptive sampling in networked PID control: Time-variant periodic and deadband sampling.” In Proc., 17th Int. Crimean Conf.—Microwave and Telecommunication Technology, 330–331. New York: IEEE. https://doi.org/10.1109/CRMICO.2007.4368736.
Wahlin, B. T., and A. J. Clemmens. 2006a. “Automatic downstream water-level feedback control of branching canal networks: Simulation results.” J. Irrig. Drain. Eng. 132 (3): 198–207. https://doi.org/10.1061/(ASCE)0733-9437(2006)132:3(208).
Wahlin, B. T., and A. J. Clemmens. 2006b. “Automatic downstream water-level feedback control of branching canal networks: Theory.” J. Irrig. Drain. Eng. 132 (3): 208–219. https://doi.org/10.1061/(ASCE)0733-9437(2006)132:3(198).
Wahlin, B. T., and D. Zimbelman. 2018. “Canal automation for irrigation systems: American Society of Civil Engineers Manual of Practice Number 131.” Irrig. Drain. 67 (1): 22–28. https://doi.org/10.1002/ird.2140.
Walker, W. R., and B. L. Stringam. 2000. “Canal automation for water conservation and improved flexibility.” In Proc., 4th Decennial Symp., 441–446. Phoenix, AZ: American Society of Agricultural Engineers.
Weyer, E. 2001. “System identification of an open water channel.” Control Eng. Pract. 9 (12): 1289–1299. https://doi.org/10.1016/S0967-0661(01)00099-5.
Weyer, E. 2002. “Decentralised PI controller of an open water channel.” In Proc., 15th Triennial World Congress, 95–100. Barcelona, Spain: IFAC. https://doi.org/10.3182/20020721-6-ES-1901.01406.
Weyer, E. 2003. “LQ control of an irrigation channel.” In Proc., 42nd IEEE Int. Conf. on Decision and Control, 750–755. New York: IEEE. https://doi.org/10.1109/CDC.2003.1272655.
Weyer, E. 2008. “Control of irrigation channels.” IEEE Trans. Control Syst. Technol. 16 (4): 664–675. https://doi.org/10.1109/TCST.2007.912122.
Wuhan University of Hydraulic and Electric Engineering. 1974. “Studies of the hydraulic characteristics of underflow gates.” [In Chinese.] J. Wuhan Inst. Water Conservancy Electr. Power 6 (1): 37–66.
Xu, M., P.-J. van Overloop, and N. C. van de Giesen. 2011. “On the study of control effectiveness and computational efficiency of reduced Saint-Venant model in model predictive control of open channel flow.” Adv. Water Resour. 34 (2): 282–290. https://doi.org/10.1016/j.advwatres.2010.11.009.
Yeh, W. W. G., A. L. Graves, D. Toy, and L. Becker. 1980. “Central Arizona Project: Operations model.” J. Water Resour. Plann. Manage. Div. 106 (2): 521–540.
Zamani, S., A. Parvaresh Rizi, and S. Isapoor. 2015. “The effect of design parameters of an irrigation canal on tuning of coefficients and performance of a PI controller.” Irrig. Drain. 64 (4): 519–534. https://doi.org/10.1002/ird.1916.
Zhang, Q. F. 2009. “The South-to-North Water Transfer Project of China: Environmental implications and monitoring strategy.” J. Am. Water Resour. Assoc. 45 (5): 1238–1247. https://doi.org/10.1111/j.1752-1688.2009.00357.x.
Zhao, X., X. Y. Zhang, M. D. Zhao, and H. Y. Tong. 2009. Hydraulics. Beijing: China Electric Power Press.
Zhong, K., G. H. Guan, Z. H. Mao, W. J. Liao, C. C. Xiao, and H. W. Su. 2018. “Linear quadratic optimal controller design for constant downstream water-level PI feedback control of open-canal systems.” In Proc., 2018 Int. Symp. on Water System Operations, 246. Les Ulis, France: EDP Sciences. https://doi.org/10.1051/matecconf/201824601056.
Ziegler, J. G., and N. B. Nichols. 1993. “Optimal setting for automatic controller.” J. Dyn. Sys., Meas., Control 115 (2B): 220–222. https://doi.org/10.1115/1.2899060.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 146Issue 11November 2020

History

Received: Jun 24, 2019
Accepted: May 26, 2020
Published online: Sep 10, 2020
Published in print: Nov 1, 2020
Discussion open until: Feb 10, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

M.Eng. Student, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. ORCID: https://orcid.org/0000-0002-0967-3450. Email: [email protected]
Associate Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China (corresponding author). ORCID: https://orcid.org/0000-0003-3099-0976. Email: [email protected]
Researcher, KWR Water Research Institute, Groningenhaven 7, Nieuwegein 3433 PE, Netherlands; Postdoctoral Researcher, Dept. of Water Management, Delft Univ. of Technology, Delft 2611 CD, Netherlands. Email: [email protected]; [email protected]
José María Maestre [email protected]
Associate Professor, Dept. of Engineering of Systems and Automatics, Univ. of Seville, Seville 41092, Spain. Email: [email protected]
Zhonghao Mao
Ph.D. Student, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.

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