Technical Papers
Nov 22, 2017

Combining Model Predictive Control with a Reduced Genetic Algorithm for Real-Time Flood Control

Publication: Journal of Water Resources Planning and Management
Volume 144, Issue 2

Abstract

This paper presents a novel meta-heuristic approach for real-time flood control. The approach combines model predictive control (MPC) with a reduced genetic algorithm (RGA) to quickly find near-optimal solutions. The main control objective is to reduce the flood damage cost in an entire river basin. A fast conceptual model for the rivers and floodplains is used to compute the inundation levels and damages. The hydraulic component of the model is identified and calibrated to a full hydrodynamic model. The Demer basin, a flood-prone area in Belgium, is considered as a case study. Results show that the RGA converges faster to a near-optimal solution than a standard genetic algorithm. Furthermore, MPC-RGA outperforms the current programmable logic controller (PLC) based regulation by anticipating to rainfall forecasts.

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Acknowledgments

This research was supported by the Agency for Innovation by Science and Technology in Flanders. The authors would like to thank Innovyze for the InfoWorks RS software license, and the Flemish Environment Agency (VMM) for the data and InfoWorks RS model of the Demer basin. The International Marine and Dredging Consultants derived the damage-stage relations for the different floodplains along the basin, as part of a project by the Tijdelijke Handelsvereniging Antea Group, Fabricom, IMDC and IPCOS (THV AFII) for VMM.

References

Barjas-Blanco, T., Chiang, P., Breckpot, M., Willems, P., Berlamont, J., and De Moor, B. (2010). “Flood regulation using nonlinear model predictive control.” Control Eng. Pract., 18(10), 1147–1157.
Breckpot, M., Agudelo, O. M., Meert, P., Willems, P., and De Moor, B. (2013). “Flood control of the Demer by using model predictive control.” Control Eng. Pract., 21(12), 1776–1787.
Chiang, P., and Willems, P. (2015). “Combine evolutionary optimization with model predictive control in real-time flood control of a river system.” Water Resour. Manage., 29(8), 2527–2542.
Delgoda, D. K., Saleem, S. K., Halgamuge, M. N., and Malano, H. (2013). “Multiple model predictive flood control in regulated river systems with uncertain inflows.” Water Resour. Manage., 27(3), 765–790.
De Vleeschauwer, K., et al. (2014). “Green-blue water in the city: Quantification of impact of source control versus end-of-pipe solutions on sewer and river floods.” Water Sci. Technol., 70(11), 1825–1837.
Ficchi, A., et al. (2016). “Optimal operation of the multireservoir system in the seine river basin using deterministic and ensemble forecasts.” J. Water Resour. Plann. Manage., 05015005.
Galelli, S., Goedbloed, A., Schwanenberg, D., and van Overloop, P.-J. (2014). “Optimal real-time operation of multi-purpose urban reservoirs: A case study in Singapore.” J. Water Resour. Plann. Manage., 511–523.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization, and machine learning, Addison-Wesley, Reading, U.K.
Hawley, R. J., and Bledsoe, B. P. (2011). “How do flow peaks and durations change in suburbanizing semi-arid watersheds? A southern California case study.” J. Hydrol., 405(1), 69–82.
Holland, J. (1975). Adaptation in natural and artificial systems, University of Michigan Press, Ann Arbor, MI.
Huang, H. J., Cheng, S. J., Wen, J. C., and Lee, J. H. (2008). “Effect of growing watershed imperviousness on hydrograph parameters and peak discharge.” Hydrol. Processes, 22(13), 2075–2085.
HIC (Hydrologisch Informatiecentrum). (2003). “De digitale Demer: een nieuw en krachtig instrument voor waterpeilbeheer [The Digital Demer: A new and powerful instrument for water level management].” Hydrologic Information Service of the Authorities of Flanders, Departement Mobiliteit en Openbare Werken, Waterbouwkundig Laboratorium, Antwerp, Belgium, 28 (in Dutch).
InfoWorks RS version 14.0 [Computer software]. Innovyze, Oxfordshire, U.K.
IPCC (Intergovernmental Panel on Climate Change). (2014). “Climate change 2014: Impacts, adaptation, and vulnerability: Summary for policymakers.” Working Group II Contribution to the 5th Assessment Rep. of the Intergovernmental Panel on Climate Change, Cambridge University Press, Cambridge, U.K., 44.
Kellens, W., et al. (2008). “A GIS tool for flood risk analysis in Flanders (Belgium).” 6th Int. Conf. on Computer Simulation Risk Analysis and Hazard Mitigation, WIT Press, Southampton, U.K.
Lehner, B., Döll, P., Alcamo, J., Henrichs, T., and Kaspar, F. (2006). “Estimating the impact of global change on flood and drought risk in Europe: A continental, integrated analysis.” Clim. Change, 75(3), 273–299.
Malaterre, P. O. (1997). “Multivariable predictive control of irrigation canals: Design and evaluation on a 2-pool model.” Int. Workshop on Regulation of Irrigation Canals, Marrakesh, Morocco, 230–238.
Meert, P., Pereira, F., and Willems, P. (2016). “Computationally efficient modelling of tidal rivers using conceptual reservoir-type models.” Environ. Modell. Software, 77, 19–31.
Meirlaen, J., Huyghebaert, B., Sforzi, F., Benedetti, L., and Vanrolleghem, P. (2001). “Fast, simultaneous simulation of the integrated urban waste-water system using mechanistic surrogate models.” Water Sci. Technol., 43(7), 301–309.
MIRA (Milieurapport Vlaanderen). (2013). “Environmental report Flanders [Milieurapport Vlaanderen].” ⟨http://www.milieurapport.be/nl/feitencijfers/MIRA-T/milieuthemas/waterkwantiteit/overstromingen/recent-overstroomde-gebieden-rog/⟩ (Aug. 2, 2013) (in Dutch).
Moore, R. J. (1985). “The probability: Distributed principle and runoff production at point and basin scale.” Hydrol. Sci. J., 30(2), 273–297.
Moore, R. J. (2007). “The PDM rainfall-runoff model.” Hydrol. Earth Syst. Sci., 11(1), 483–499.
Nagy, Z. K. (2009). “Model based robust control approach for batch crystallization product design.” Comput. Chem. Eng., 33(10), 1685–1691.
Nunez, A., Saez, D., Oblak, S., and Skrjanc, I. (2009). “Fuzzy-model-based hybrid predictive control.” ISA Trans., 48(1), 24–31.
Onnen, C., Babuska, R., Kaymak, U., Sousa, J. M., Verbruggen, H. B., and Isermann, R. (1997). “Genetic algorithms for optimization in predictive control.” Control Eng. Pract., 5(10), 1363–1372.
Poelmans, L., Van Rompaey, A., Ntegeka, V., and Willems, P. (2011). “The relative impact of climate change and urban expansion on river flows: A case study in central Belgium.” Hydrol. Processes, 25(18), 2846–2858.
Qin, S., and Badgwell, T. (2003). “A survey of industrial model predictive control technology.” Control Eng. Pract., 11(7), 733–764.
Rani, D., and Moreira, M. M. (2010). “Simulation-optimization modeling: A survey and potential application in reservoir systems operation.” Water Resour. Manage., 24(6), 1107–1138.
Raso, L., Schwanenberg, D., van den Giesen, N. C., and van Overloop, P. J. (2014). “Short-term optimal operation of water systems using ensemble forecasts.” Adv. Water Resour., 71, 200–208.
Razavi, S., Tolson, B. A., and Burn, D. H. (2012). “Review of surrogate modeling in water resources.” Water Resour. Res., 48(7), W07401.
Schwanenberg, D., Verhoeven, G., Van Den Boogaard, H., and van Overloop, P. J. (2010). “Nonlinear model predictive control of flood detention basins in operational flood forecasting.” 9th Int. Conf. on Hydroinformatics, Chemical Industry Press, Beijing.
Schwanenberg, D., Xu, M., Ochterbeck, T., Allen, C., and Karimanzira, D. (2014). “Short-term management of hydropower assets of the Federal Columbia River power system.” J. Appl Water Eng. Res., 2(1), 25–32.
Tian, X., van Overloop, P. J., Negenborn, R. R., and van de Giesen, N. (2015). “Operational flood control of a low-lying delta system using large time step model predictive control.” Adv. Water Resour., 75, 1–13.
Van Overloop, P. J. (2006). “Model predictive control of open water systems.” Ph.D. thesis, Delft Univ. of Technology, Delft, Netherlands.
Van Overloop, P. J., Weijs, S., and Dijkstra, S. (2008). “Multiple model predictive control on a drainage canal system.” Control Eng. Pract., 16(5), 531–540.
Vanrolleghem, P., Benedetti, L., and Meirlaen, J. (2005). “Modelling and real-time control of the integrated urban wastewater system.” Environ. Modell. Software, 20(4), 427–442.
Vansteenkiste, T., et al. (2014). “Intercomparison of hydrological model structures and calibration approaches in climate scenario impact projections.” J. Hydrol., 519, 743–755.
Wahlin, B. T. (2004). “Performance of model predictive control on ASCE test canal 1.” J. Irrig. Drain. Eng., 227–238.
Wendt, M., Li, P., and Wozny, G. (2002). “Nonlinear chance-constrained process optimization under uncertainty.” Ind. Eng. Chem. Res., 41(15), 3621–3629.
Willems, P., et al. (2012). Impacts of climate change on rainfall extremes and urban drainage, IWA Publishing, London, 252.
Wolfs, V., Meert, P., and Willems, P. (2015). “Modular conceptual modelling approach and software for river hydraulic simulations.” Environ. Modell. Software, 71, 60–77.
Wolfs, V., Tran Quoc, Q., and Willems, P. (2016). “A flexible and efficient multi-model framework in support of water management.” Proc., Int. Association of Hydrological Sciences, Copernicus Publications, Göttingen, Germany, 373, 1–6.
Wolfs, V., Van Steenbergen, N., and Willems, P. (2012). “Flood probability mapping by means of conceptual modeling.” River Flow 2012, Int. Conf. on Fluvial Hydraulics, R. Muñoz, ed., CRC Press, London, 1081–1085.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 144Issue 2February 2018

History

Received: Dec 7, 2016
Accepted: Jul 7, 2017
Published online: Nov 22, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 22, 2018

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Authors

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E. Vermuyten [email protected]
Doctoral Researcher, Hydraulics Division, Dept. of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, BE-3001 Leuven, Belgium (corresponding author). E-mail: [email protected]
Postdoctoral Researcher, Hydraulics Division, Dept. of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, BE-3001 Leuven, Belgium. E-mail: [email protected]
Postdoctoral Researcher, Hydraulics Division, Dept. of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, BE-3001 Leuven, Belgium. E-mail: [email protected]
Professor, Hydraulics Division, Dept. of Civil Engineering, KU Leuven, Kasteelpark Arenberg 40, BE-3001 Leuven, Belgium. E-mail: [email protected]

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