Technical Papers
Oct 25, 2022

An Adaptive Predictive Control Algorithm for Comprehensive Dendritic Canal Systems

Publication: Journal of Irrigation and Drainage Engineering
Volume 149, Issue 1

Abstract

Automatic canal control is essential to improve water utilization efficiency in irrigation districts. Water level error in the model used by the control algorithm significantly impacts performance. The integrator delay model, which has a linear structure, is widely used in multi-input/multioutput control algorithms, including linear-quadratic control and model predictive control. However, the integrator delay model is suboptimal for large irrigation districts; the canals are long, the flows are large, there are many scattered offtakes, and the operating conditions vary. We developed an adaptive predictive control mode for the Qinhan Canal in Ningxia Province, China. We used a segment integrator delay model for this large irrigation district and employed a differential evolution algorithm for online system identification; this minimizes error. We analyzed and controlled for various uncertainties (i.e., flow observation noise, geometric and hydraulic parameter errors, and accidental interference with the automatic control system). Simulations indicated that the water level fitting errors were significantly reduced compared with the original model, and water level regulation was significantly improved, especially in terms of the maximum absolute error. Adaptive predictive control was better than linear-quadratic control and model predictive control approach for water level. Adaptive predictive control coped well with several uncertainties. The main factors affecting water level control were the flow observation and gate opening control accuracy, and the extent of real-time data coverage. These features require careful attention when automating and modernizing irrigation districts.

Get full access to this article

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

Data Availability Statement

The data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was funded by the National Key Research and Development Program (2021YFD1900600), the Key Research and Development Program of Ningxia (2020BCF01002), and Qinghai Province Science and Technology Program (2019-SF-A4).

References

Akouz, K., A. Benhammou, P. O. Malaterre, B. Dahhou, and G. Roux. 1998. “Predictive control applied to ASCE canal 2.” In Proc., IEEE Int. Conf. on Systems, Man, and Cybernetics, 3920–3924. New York: IEEE. https://doi.org/10.1109/ICSMC.1998.726700.
Alvarez, A., M. A. Ridao, D. R. Ramirez, and L. Sánchez. 2013. “Constrained predictive control of an irrigation canal.” J. Irrig. Drain. Eng. 139 (10): 841–854. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000619.
Bautista, E., and A. J. Clemmens. 2005. “Volume compensation method for routing irrigation canal demand changes.” J. Irrig. Drain. Eng. 131 (6): 494–503. https://doi.org/10.1061/(ASCE)0733-9437(2005)131:6(494).
Bautista, E., A. J. Clemmens, and R. J. Strand. 2006. “Salt River Project canal automation pilot project: Simulation tests.” J. Irrig. Drain. Eng. 132 (2): 143–152. https://doi.org/10.1061/(ASCE)0733-9437(2006)132:2(143).
Bautista, E., A. J. Clemmens, and T. S. Strelkoff. 1997. “Comparison of numerical procedures for gate stroking.” J. Irrig. Drain. Eng. 123 (2): 129–136. https://doi.org/10.1061/(ASCE)0733-9437(1997)123:2(129).
Bautista, E., A. J. Clemmens, and T. S. Strelkoff. 2002. “Routing demand changes with volume compensation: An update.” In Proc., USCID/EWRI Conf. San Luis Obispo: American Society of Civil Engineers, 367–376. Denver: US Committee on Irrigation and Drainage.
Burt, C. M. 2013. “The irrigation sector shift from construction to modernization: What is required for success?” Irrig. Drain. 62 (3): 247–254. https://doi.org/10.1002/ird.1703.
Charlse, K. C., and G. R. Chen. 2017. Kalman filtering with real-time applications. Cham, Switzerland: Springer International.
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., and R. J. Strand. 2010a. “Application of software for automatic canal management (SacMan) to the WM lateral canal.” J. Irrig. Drain. Eng. 136 (7): 451–459. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000120.
Clemmens, A. J., and R. J. Strand. 2010b. “Downstream-water-level control test results on the WM lateral canal.” J. Irrig. Drain. Eng. 136 (7): 460–469. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000079.
Clemmens, A. J., R. J. Strand, and E. Bautista. 2010. “Routing demand changes to users on the WM lateral canal with SacMan.” J. Irrig. Drain. Eng. 136 (7): 470–478. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000226.
Cui, W., W. X. Chen, and X. C. Guo. 2009a. “Progress in research on canal control models.” [In Chinese.] South-to-North Water Transfers Water Sci. Technol. 7 (4): 5–9.
Cui, W., W. X. Chen, and X. P. Mu. 2009b. “Progress in research on open channel control algorithms.” [In Chinese.] South-to-North Water Transfers Water Sci. Technol. 7 (6): 113–117.
Cui, W., and W. C. De. 2007. “Optimal control of water diversion projects.” [In Chinese.] South-to-North Water Transfers Water Sci. Technol. 5 (2): 6–8.
Cui, W., C. D. Wang, G. H. Guan, and J. Fan. 2005. “Model predictive control for automatic operation of canals.” [In Chinese.] J. Hydraul. Eng. 36 (8): 1000–1006.
Guan, G. H., and M. H. Jia. 2020. “Identification and verification of the parameters for canal control model based on measured water level and flow.” [In Chinese.] Trans. Chin. Soc. Agric. Eng. 36 (23): 92–98.
Han, Y. C., and X. P. Gao. 2007. “Research of self-adapting canal downstream constant level control based on RBF neural network.” [In Chinese.] J. Northwest A & F Univ. (Nat. Sci. Ed.). 35 (8): 202–206.
Hashemy, S. M., and P. J. Van Overloop. 2013. “Applying decentralized water level difference control for operation of the Dez main canal under water shortage.” J. Irrig. Drain. Eng. 139 (12): 1037–1044. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000649.
Hernandez, Y., V. Feliu, and R. Rivas. 2017. “Artificial neural network based system identification of an irrigation main canal pool.” Rev. IEEE Am. Lat. 15 (9): 1595–1600. https://doi.org/10.1109/TLA.2017.8015040.
Hoogeveen, J., J. M. Faures, L. Peiser, J. Burke, and N. van de Giesen. 2015. “Globwat—A global water balance model to assess water use in irrigated agriculture.” Hydrol. Earth Syst. Sci. 19 (9): 3829–3844. https://doi.org/10.5194/hess-19-3829-2015.
Isapoor, S., A. Montazar, P. J. Van Overloop, and N. Van De Giesen. 2011. “Designing and evaluating control systems of the Dez main canal.” Irrig. Drain. 60 (1): 70–79. https://doi.org/10.1002/ird.545.
Iwasaki, T., and E. Skelton. 1994. “All controllers for the general H∞ control problem: LMI exitstence conditions and state space formulas.” Automatica 30 (8): 1307–1317. https://doi.org/10.1016/0005-1098(94)90110-4.
Kang, S., X. Hao, T. Du, L. Tong, X. Su, H. Lu, X. Li, Z. Huo, S. Li, and R. Ding. 2016. “Improving agricultural water productivity to ensure food security in china under changing environment: From research to practice.” Agric. Water Manage. 179 (Jan): 5–17. https://doi.org/10.1016/j.agwat.2016.05.007.
Kong, L. Z. 2019. “Research on normal control and emergency regulation algorithm for large open canal water transfer project.” [In Chinese.] Doctoral dissertation, Dept. of Hydraulic Engineering, Zhejiang Univ.
Liao, W. J., G. H. Guan, L. Zhong, C. Xiao, K. Zhong, and H. Huang. 2018. “Online model identification of open-channel system with high order IDZ model.” In Proc., MATEC Web of Conf. Beijing: EDP Sciences.
Litrico, X., P. O. Malaterre, J. P. Baume, P. Y. Vion, and J. R. 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, F. B., J. Feyen, P. O. Malaterre, J. P. Baume, and P. Kosuth. 1998. “Development and evaluation of canal automation algorithm CLIS.” J. Irrig. Drain. Eng. 124 (1): 40–46. https://doi.org/10.1061/(ASCE)0733-9437(1998)124:1(40).
Ministry of Water Resources of the People’s Republic of China. 2021a. China water resources bulletin. [In Chinese.] Beijing: China Water & Power Press.
Ministry of Water Resources of the People’s Republic of China. 2021b. Statistic bulletin on china water activities. [In Chinese.] Beijing: China Water & Power Press.
Montazar, A., P. J. van Overloop, and R. Brouwer. 2005. “Centralized controller for the Narmada main canal.” Irrig. Drain. 54 (1): 79–89. https://doi.org/10.1002/ird.155.
NGCC (National Geomatics Center of China). 2021. “National Catalogue Service for Geographic Information, public version of basic geographic information data at 1:1,000k scale.” Accessed September 21, 2022. https://www.webmap.cn/commres.do?method=result100W.
Ooi, S. K., M. Krutzen, and E. Weyer. 2005. “On physical and data driven modeling of irrigation channels.” Control Eng. Pract. 13 (4): 461–471. https://doi.org/10.1016/j.conengprac.2004.04.006.
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.
Park, J., and I. W. Sandberg. 2014. “Universal approximation using radial-basis-function networks.” Neural Comput. 3 (2): 246–257. https://doi.org/10.1162/neco.1991.3.2.246.
Perez, R. R., V. Feliu-Batle, and L. Rodriguez. 2007. “Robust system identification of an irrigation main canal.” Adv. Water Resour. 30 (8): 1785–1796. https://doi.org/10.1016/j.advwatres.2007.02.002.
Rato, L., P. Salgueiro, J. M. Lemos, and M. Rijio. 2007. “Adaptive predictive controller applied to an open water canal.” In Proc., Fourth Int. Conf. on Informatics in Control, Automation and Robotics, Signal Processing, Systems Modeling and Control. Angers, France: Angers Univ.
Richalet, J. A., A. Rault, and J. L. Testud. 1976. “Algorithmic control of industrial processes.” IFAC Proc. Volumes 10 (16): 1119–1167.
Sawadogo, S., R. M. Faye, and F. Mora-Camino. 2001. “Decentralized adaptive predictive control of multi-reach irrigation canal.” Int. J. Syst. Sci. 32 (10): 1287–1296. https://doi.org/10.1080/00207720110052049.
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. Hof, S. Dijkstra, O. H. Bosgra, and R. Brouwer. 1999. “Simple water level controller for irrigation and drainage canals.” J. Irrig. Drain. Eng. 125 (4): 189–195. https://doi.org/10.1061/(ASCE)0733-9437(1999)125:4(189).
Shahdany, S. M. H., E. A. Majd, A. Firoozfar, and J. M. Maestre. 2016. “Improving operation of a main irrigation canal suffering from inflow fluctuation within a centralized model predictive control system: Case study of Roodasht Canal, Iran.” J. Irrig. Drain. Eng. 142 (11) 05016007. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001087.
Shang, Y. Z., B. S. Wu, T. J. Li, and G. Q. Wang. 2011. “Design and simulation of a foreseeable algorithm for canals.” [In Chinese.] Adv. Water Sci. 22 (2): 242–248.
Storn, R., and K. Price. 1997. “Differential evolution-a simple and efficient heuristic for global optimization over continuous space.” J. Global Optim. 11 (4): 341–359. https://doi.org/10.1023/A:1008202821328.
Ursem, R. K., and P. Vadstrup. 2004. “Parameter identification of induction motors using differential evolution.” In Proc., Congress on Evolutionary Computation. New York: IEEE.
USGS. 2014. “NASA Shuttle Radar Topography Mission (SRTM), Global 30-meter (1 arc-second) resolution Digital Elevation Model (DEM).” Accessed September 21, 2022. https://earthexplorer.usgs.gov/.
Van Overloop, P. J. 2006. “Model Predictive control on open water systems.” Doctoral dissertation, Faculty of Civil engineering and Geoscience, Section Water Management, Delft Univ. of Technology.
Van Overloop, P. J., A. J. Clemmens, R. J. Strand, R. M. Wagemaker, and E. Bautista. 2010. “Real-time implementation of model predictive control on Maricopa-Stanfield irrigation and drainage district’s WM canal.” J. Irrig. Drain. Eng. 136 (11): 747–756. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000256.1943-4774.0000256.
Wahlin, B. T. 2004. “Performance of model predictive control on ASCE test canal 1.” J. Irrig. Drain. Eng. 130 (3): 227–238. https://doi.org/10.1061/(ASCE)0733-9437(2004)130:3(227).
Wahlin, B. T., and A. J. Clemmens. 2002. “Performance of historic downstream canal control algorithms on ASCE test canal 1.” J. Irrig. Drain. Eng. 128 (6): 365–375. https://doi.org/10.1061/(ASCE)0733-9437(2002)128:6(365).
Wang, Z. J., G. Q. Wang, J. H. Wang, and H. Wang. 2013. “Developing the internet of water to prompt water utilization efficiency.” [In Chinese.] Water Resour. Hydropower Eng. 44 (1): 1–6.
Wang, Z. J., Z. L. Zheng, G. Y. Xu, and G. Y. Jiang. 2018. “Linear quadratic optimal control of multi-cascaded canals.” [In Chinese.] Adv. Water Sci. 29 (3): 383–389.
WWAP (World Water Assessment Programme). 2015. The United Nations world water development report 2015: Water for a sustainable world. Paris: UNESCO.
Wylie, E. B. 1969. “Control of transient free surface flow.” J. Hydraul. Eng. 95 (1): 347–361. https://doi.org/10.1061/JYCEAJ.0001944.
Yang, K. L., and Y. S. Wang. 2012. “System identification of channel roughness for middle route project of south-to-north water diversion.” [In Chinese.] Strategic Study CAE 14 (11): 17–23.
Zheng, Z. L., Z. J. Wang, J. S. Zhao, and H. Zheng. 2019. “Constrained model predictive control algorithm for cascaded irrigation canals.” J. Irrig. Drain. Eng. 145 (6): 04019009. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001390.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 149Issue 1January 2023

History

Received: May 20, 2022
Accepted: Aug 14, 2022
Published online: Oct 25, 2022
Published in print: Jan 1, 2023
Discussion open until: Mar 25, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Jinlong Liu, Ph.D. [email protected]
Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China; Beijing General Municipal Engineering Design and Research Institute Co., Ltd., No. 32 Xizhimen North St., Beijing 100082, China. Email: [email protected]
Zhongjing Wang [email protected]
Professor, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China; Vice Director, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China; Director, Breeding Base for State Key Laboratory of Land Degradation and Ecological Restoration in Northwest China, Ningxia Univ., Yinchuan 750021, China (corresponding author). Email: [email protected]
Zhigang Yang [email protected]
Ph.D. Student, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Ph.D. Student, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China. Email: [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.

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