Technical Papers
May 24, 2022

An Efficient Constraint-Based Pruning Method to Improve Chlorine Dosage Optimization

Publication: Journal of Water Resources Planning and Management
Volume 148, Issue 8

Abstract

Urban water system optimization, e.g., chlorine dosage optimization, requires repeatedly running hydraulic and water quality models, which leads to significant computational and time costs for large-scale real networks. In the process of optimization, the search space of decision variables is adjusted downward to obtain the lowest-cost scheduling plans, which lead to a large number of negative samples and low optimization efficiency. To address this problem, this study proposes an efficient constraint-based pruning method (CBPM) that uses accumulated data during the optimization calculation to determine whether a sample meets the constraints before running simulation models, thereby pruning negative samples and improving optimization efficiency. An example network and a large-scale real network were used as case studies to demonstrate the performance of the proposed CBPM. The results show that the proposed CBPM significantly can improve optimization results using the same calculations as the simulation model. For example, application in a real water distribution network showed that to obtain the same total chlorine dosage solutions, the model using the proposed CBPM saved 57.9% of the calculations compared with the original optimization model.

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Data Availability Statement

Some data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. The Net3 network data and the water demand uncertainty data can be provided upon request.

Acknowledgments

This work was supported by the National Key Research and Development Program of China for International Science & Innovation Cooperation Major Projects—the Water Major Program (2017ZX07201002). Thanks are given to Lei Xiao, Chunfang Chen from Changzhou CGE Water Co. for supporting the data and network model.

References

Ayvaz, M. T., and E. Kentel. 2015. “Identification of the best booster station network for a water distribution system.” J. Water Resour. Plann. Manage. 141 (5): 04014076. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000473.
Ba, L., M. S. Yang, X. Q. Gao, Y. Liu, Z. P. Han, E. B. Xu, and Y. Li. 2020. “A mathematical model and self-adaptive NSGA-II for a multiobjective IPPS problem subject to delivery time.” Math. Probl. Eng. 2020: 6012737. https://doi.org/10.1155/2020/6012737.
Bi, W. W., and G. C. Dandy. 2014. “Optimization of water distribution systems using online retrained metamodels.” J. Water Resour. Plann. Manage. 140 (11): 04014032. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000419.
Boccelli, D. L., M. E. Tryby, J. G. Uber, L. A. Rossman, M. L. Zierolf, and M. M. Polycarpou. 1998. “Optimal scheduling of booster disinfection in water distribution systems.” J. Water Resour. Plann. Manage. 124 (2): 99–111. https://doi.org/10.1061/(ASCE)0733-9496(1998)124:2(99).
Boccelli, D. L., M. E. Tryby, J. G. Uber, and R. S. Summers. 2003. “A reactive species model for chlorine decay and THM formation under rechlorination conditions.” Water Res. 37 (11): 2654–2666. https://doi.org/10.1016/S0043-1354(03)00067-8.
Broad, D. R., G. C. Dandy, and H. R. Maier. 2005. “Water distribution system optimization using metamodels.” J. Water Resour. Plann. Manage. 131 (3): 172–180. https://doi.org/10.1061/(ASCE)0733-9496(2005)131:3(172).
Clark, R. M., L. A. Rossman, and L. J. Wymer. 1995. “Modeling distribution-system water quality: Regulatory implications.” J. Water Resour. Plann. Manage. 121 (6): 423–428. https://doi.org/10.1061/(ASCE)0733-9496(1995)121:6(423).
Deb, K., A. Pratap, S. Agarwal, and T. Meyarivan. 2002. “A fast and elitist multiobjective genetic algorithm: NSGA-II.” IEEE Trans. Evol. Comput. 6 (2): 182–197. https://doi.org/10.1109/4235.996017.
Goyal, R. V., and H. M. Patel. 2017. “Optimal location and scheduling of booster chlorination stations for drinking water distribution system.” J. Appl. Water Eng. Res. 5 (1): 51–60. https://doi.org/10.1080/23249676.2015.1128367.
He, G. L., T. Q. Zhang, F. F. Zheng, and Q. Z. Zhang. 2018. “An efficient multi-objective optimization method for water quality sensor placement within water distribution systems considering contamination probability variations.” Water Res. 143 (Oct): 165–175. https://doi.org/10.1016/j.watres.2018.06.041.
Huang, J. J., and E. A. McBean. 2008. “Using Bayesian statistics to estimate chlorine wall decay coefficients for water supply system.” J. Water Resour. Plann. Manage. 134 (2): 129–137. https://doi.org/10.1061/(ASCE)0733-9496(2008)134:2(129).
Islam, N., M. J. Rodriguez, A. Farahat, and R. Sadiq. 2017. “Minimizing the impacts of contaminant intrusion in small water distribution networks through booster chlorination optimization.” Stochastic Environ. Res. Risk Assess. 31 (7): 1759–1775. https://doi.org/10.1007/s00477-017-1440-x.
Kanakoudis, V., and S. Tsitsifli. 2017. “Potable water security assessment—A review on monitoring, modelling and optimization techniques, applied to water distribution networks.” Desalin. Water Treat. 99 (Dec): 18–26. https://doi.org/10.5004/dwt.2017.21784.
Latifi, M., M. A. Gheibi, and S. T. Naeeni. 2018. “Improving consumer satisfaction in water distribution networks through optimal use of auxiliary tanks (a case study of Kashan City, Iran).” Water Resour. Manage. 32 (12): 4103–4122. https://doi.org/10.1007/s11269-018-2044-z.
Meng, F. L., S. M. Liu, A. Ostfeld, C. Chen, and A. Burchard-Levine. 2013. “A deterministic approach for optimization of booster disinfection placement and operation for a water distribution system in Beijing.” J. Hydroinf. 15 (3): 1042–1058. https://doi.org/10.2166/hydro.2013.149.
Mokhtar, E. A., R. Laggoune, and A. Chateauneuf. 2016. “Utility-based maintenance optimization for complex water-distribution systems using Bayesian networks.” Water Resour. Manage. 30 (12): 4153–4170. https://doi.org/10.1007/s11269-016-1412-9.
Mounce, S. R., K. Ellis, J. M. Edwards, V. L. Speight, N. Jakomis, and J. B. Boxall. 2017. “Ensemble decision tree models using RUSBoost for estimating risk of iron failure in drinking water distribution systems.” Water Resour. Manage. 31 (5): 1575–1589. https://doi.org/10.1007/s11269-017-1595-8.
Nono, D., and I. Basupi. 2019. “Robust booster chlorination in water distribution systems: Design and operational perspectives under uncertainty.” J. Water Supply Res. Technol. AQUA 68 (6): 399–410. https://doi.org/10.2166/aqua.2019.007.
Ohar, Z., and A. Ostfeld. 2014. “Optimal design and operation of booster chlorination stations layout in water distribution systems.” Water Res. 58 (Jul): 209–220. https://doi.org/10.1016/j.watres.2014.03.070.
Peirovi, R., A. Moghaddam, C. Miller, A. Moteallemi, M. Rouholamini, and M. Moghbeli. 2020. “Optimal chlorination station scheduling in an operating water distribution network using GANetXL.” In Frontiers in water-energy-nexus nature-based solutions, advanced technologies and best practices for environmental sustainability, 337–340. Cham, Switzerland: Springer. https://doi.org/10.1007/978-3-030-13068-8_84.
Pestana, C. J., J. C. Neto, M. U. G. Barros, I. Menezes, A. Gois, and G. Santos. 2019. “Consumer perception of water quality during an off-flavor event in Fortaleza-Brazil.” J. Water Supply Res. Technol. AQUA 68 (1): 63–73. https://doi.org/10.2166/aqua.2018.077.
Poleneni, S. R., and E. C. Inniss. 2019. “Array of prediction tools for understanding extent of wall effects on DBP formation in drinking water distribution systems.” J. Water Supply Res. Technol. AQUA 68 (6): 390–398. https://doi.org/10.2166/aqua.2019.002.
Powell, J. C., J. R. West, N. B. Hallam, C. F. Forster, and J. Simms. 2000. “Performance of various kinetic models for chlorine decay.” J. Water Resour. Plann. Manage. 126 (1): 13–20. https://doi.org/10.1061/(ASCE)0733-9496(2000)126:1(13).
Propato, M., and J. G. Uber. 2004. “Booster system design using mixed-integer quadratic programming.” J. Water Resour. Plann. Manage. 130 (4): 348–352. https://doi.org/10.1061/(ASCE)0733-9496(2004)130:4(348).
Sandoval, J. D. P., B. M. Brentan, G. M. Lima, D. H. Cervantes, D. A. G. Cervantes, H. M. Ramos, X. D. Galvan, and J. D. M. Rodriguez. 2021. “Optimal placement and operation of chlorine booster stations: A multi-level optimization approach.” Energies 14 (18): 5806. https://doi.org/10.3390/en14185806.
Schwetschenau, S. E., J. M. VanBriesen, and J. L. Cohon. 2019. “Integrated simulation and optimization models for treatment plant placement in drinking water systems.” J. Water Resour. Plann. Manage. 145 (11): 13. https://doi.org/10.1061/(asce)wr.1953-5452.0001106.
Senevirathna, S. T. M. L. D., A. M. Goncher, and A. Hollier. 2019. “Assessment of drinking water quality in regional New South Wales, Australia.” J. Water Supply Res. Technol. AQUA 68 (8): 708–717. https://doi.org/10.2166/aqua.2019.103.
Shokoohi, M., M. Tabesh, S. Nazif, and M. Dini. 2017. “Water quality based multi-objective optimal design of water distribution systems.” Water Resour. Manage. 31 (1): 93–108. https://doi.org/10.1007/s11269-016-1512-6.
Siew, C., T. T. Tanyimboh, and A. G. Seyoum. 2016. “Penalty-free multi-objective evolutionary approach to optimization of Anytown water distribution network.” Water Resour. Manage. 30 (11): 3671–3688. https://doi.org/10.1007/s11269-016-1371-1.
Tryby, M. E., D. L. Boccelli, J. G. Uber, and L. A. Rossman. 2002. “Facility location model for booster disinfection of water supply networks.” J. Water Resour. Plann. Manage. 128 (5): 322–333. https://doi.org/10.1061/(ASCE)0733-9496(2002)128:5(322).
Tsitsifli, S., and V. Kanakoudis. 2018. “Disinfection impacts to drinking water safety—A review.” Proceedings 2 (11): 603. https://doi.org/10.3390/proceedings2110603.
Tsitsifli, S., and V. Kanakoudis. 2020a. “Determining hazards’ prevention critical control points in water supply systems.” Environ. Sci. Proc. 2 (1): 53. https://doi.org/10.3390/environsciproc2020002053.
Tsitsifli, S., and V. Kanakoudis. 2020b. “Developing THMs’ predictive models in two water supply systems in Greece.” Water 12 (5): 1422. https://doi.org/10.3390/w12051422.
Tsitsifli, S., and V. Kanakoudis. 2020c. “Total and specific THMs’ prediction models in drinking water pipe networks.” Environ. Sci. Proc. 2 (1): 55. https://doi.org/10.3390/environsciproc2020002055.
Tsitsifli, S., and V. Kanakoudis. 2021. “Assessing the impact of DMAs and the use of boosters on chlorination in a water distribution network in Greece.” Water 13 (16): 2141. https://doi.org/10.3390/w13162141.
USEPA. 2020. “EPANET: Application for modeling drinking water distribution systems.” Accessed 23 July, 2020. https://www.epa.gov/water-research/epanet.
Xin, K. L., X. Zhou, H. Qian, H. X. Yan, and T. Tao. 2019. “Chlorine-age based booster chlorination optimization in water distribution network considering the uncertainty of residuals.” Water Supply 19 (3): 796–807. https://doi.org/10.2166/ws.2018.125.
Yang, Y. Y., Y. Hu, and J. C. Zheng. 2020. “A decision tree approach to the risk evaluation of urban water distribution network pipes.” Safety 6 (3): 36. https://doi.org/10.3390/safety6030036.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 148Issue 8August 2022

History

Received: Jun 6, 2021
Accepted: Mar 23, 2022
Published online: May 24, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 24, 2022

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Authors

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Ph.D. Student, School of Environment, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Shuming Liu, Aff.M.ASCE [email protected]
Professor, School of Environment, Tsinghua Univ., Beijing 100084, China (corresponding author). Email: [email protected]
Fanlin Meng [email protected]
Postdoctoral Research Fellow, Centre for Water Systems, College of Engineering, Mathematics and Physical Sciences, Univ. of Exeter, Exeter EX4 4QF, UK. Email: [email protected]
Research Assistant, School of Environment, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Environmental Engineer, Aurecon, 116 Military Rd., Neutral Bay, Melbourne, NSW 2089, Australia. Email: [email protected]

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  • Theoretical Estimation of Disinfectant Mass Balance Components in Drinking Water Distribution Systems, Water, 10.3390/w15020368, 15, 2, (368), (2023).

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