Abstract
Simultaneous optimization of energy and water quality in real-time large-sized water distribution systems is a daunting task for water suppliers. The complexity of energy optimization increases with a large number of pipes, scheduling of several pumps, and adjustments of tanks’ water levels. Most of the simultaneous energy and water quality optimization approaches evaluate small (or hypothetical) networks or compromise water quality. In the proposed staged approach, Stage 1 uses a risk-based approach to optimally locate the chlorine boosters in a large distribution system based on residual chlorine failures and the associated consequences in different land uses of the service area. Integrating EPANET and CPLEX software, Stage 2 uses mixed integer goal programming for optimizing the day-ahead pump scheduling. The objective function minimizes the pumping energy cost as well as the undesirable deviations from goal constraints, such as expected water demand. Stage 3 evaluates the combined hydraulics and water quality performances at the network level. The implementation of the proposed approach on a real-time large-sized network of Al-Khobar City in Saudi Arabia, with 44 groundwater wells, 12 reservoirs, 2 storage tanks, 191 mains, 141 junctions, and 17 pumps, illustrated the practicality of the framework. Simulating the network with an optimal pumping schedule and chlorine boosters’ locations shows a 40% improvement in water quality performance, desired hydraulics performance with optimal pump scheduling, and an average 20% energy cost reduction compared to the normal (unoptimized) base case scenario.
This is a preview of subscription content, access via your institution.









Data availability
All the data that lies outside the confidentiality agreement between the data sharing and research organizations is given in the manuscript.
Code availability
Provided in the “Methodology” section.
Abbreviations
- CWQI:
-
Canadian Water Quality Index
- CCME:
-
Canadian Council of Ministers of the Environment
- CPS:
-
Central pumping station
- DP:
-
Dynamic programming
- NLP:
-
Nonlinear programming
- FMEA:
-
Fuzzy failure modes and effects analysis
- GP:
-
Goal programming
- kWh/m3 :
-
Kilowatt-hour per cubic meter
- GHG:
-
Greenhouse gasses
- LP:
-
Linear programming
- MH:
-
Metaheuristic algorithms
- MIGP:
-
Mixed integer goal programming
- OPS:
-
Optimal pump scheduling
- PVC:
-
Polyvinyl chloride
- RPN:
-
Risk priority number
- SA:
-
Simulated annealing
- SAR:
-
Saudi Riyal
- TDS:
-
Total dissolved solids
- V,C,D:
-
Vulnerability, consequence, detectability
- WDS:
-
Water distribution system
- WSS:
-
Water supply system
References
Abu-Monasar, A. A. (2014). PhD Thesis. Department of civil engineering, King Fahd University of Petroleum & Minerals, Dhahran 31261 Saudi Arabia.
Ainger, C., Butler, D., Caffor, I., Crawford-brown, D., Helm, D., & Stephenson, T. (2009). A Low Carbon Water Industry in 2050 . Report: SC070010/R3. Environment Agency. Retrieved from https://www.gov.uk/government/uploads/system/uploads/attachment_data/file/291635/scho1209brob-e-e.pdf
Al-Zahrani, M. A. (2014). Modeling and simulation of water distribution system: A case study. Arabian Journal for Science and Engineering, 39(3), 1621–1636. https://doi.org/10.1007/s13369-013-0782-z
Atkinson R, Van-Zyl JE, Walters GE, S. DA. (2000). Genetic algorithm optimisation of level/controlled pumping station operation. Water Network Modelling for Optimal Design and Management;, 79–90. Retrieved from https://www.sciencedirect.com/science/refhub/S1364-0321(13)00669-2/othref0030
Bagirov, A. M., Barton, A. F., Mala-Jetmarova, H., Al Nuaimat, A., Ahmed, S. T., Sultanova, N., & Yearwood, J. (2013). An algorithm for minimization of pumping costs in water distribution systems using a novel approach to pump scheduling. Mathematical and Computer Modelling, 57(3–4), 873–886. https://doi.org/10.1016/j.mcm.2012.09.015
Bakhtavar, E., Prabatha, T., Karunathilake, H., Sadiq, R., & Hewage, K. (2020). Assessment of renewable energy-based strategies for net-zero energy communities: A planning model using multi-objective goal programming. Journal of Cleaner Production, 272, 122886. https://doi.org/10.1016/j.jclepro.2020.122886
Bolognesi, A., Bragalli, C., Lenzi, C., & Artina, S. (2014). Energy efficiency optimization in water distribution systems. Procedia Engineering, 70, 181–190. https://doi.org/10.1016/j.proeng.2014.02.021
Bonvin, G., Demassey, S., Le Pape, C., Maïzi, N., Mazauric, V., & Samperio, A. (2017). A convex mathematical program for pump scheduling in a class of branched water networks. Applied Energy, 185, 1702–1711. https://doi.org/10.1016/j.apenergy.2015.12.090
Boulos, P. F., & Bros, C. M. (2010). Assessing the carbon footprint of water supply and distribution systems. Journal - American Water Works Association, 102(11), 47–54. https://doi.org/10.1002/j.1551-8833.2010.tb11338.x
Cai, X., McKinney, D. C., Lasdon, L. S., & Watkins, D. W. (2001). Solving large nonconvex water resources management models using generalized benders decomposition. Operations Research, 49(2), 235–245. https://doi.org/10.1287/opre.49.2.235.13537
Cherchi, C., Badruzzaman, M., Oppenheimer, J., Bros, C. M., & Jacangelo, J. G. (2015). Energy and water quality management systems for water utility’s operations: A review. Journal of Environmental Management, 153, 108–120. https://doi.org/10.1016/j.jenvman.2015.01.051
Cimorelli, L., D’Aniello, A., & Cozzolino, L. (2020). Boosting genetic algorithm performance in pump scheduling problems with a novel decision-variable representation. Journal of Water Resources Planning and Management, 146(5), 04020023. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001198
Coelho, B., & Andrade-Campos, A. (2014). Efficiency achievement in water supply systems—a review. Renewable and Sustainable Energy Reviews, 30(February 2014), 59–84. https://doi.org/10.1016/j.rser.2013.09.010
Coelho, B., Tavares, A., & Andrade-Campos, A. (2012). Analysis of diverse optimisation algorithms for pump scheduling in water supply systems. EngOpt 2012 – 3rd International Conference on Engineering Optimization, (July), 1–11.
Creaco, E., Campisano, A., Fontana, N., Marini, G., Page, P. R., & Walski, T. (2019). Real time control of water distribution networks: A state-of-the-art review. Water Research, 161, 517–530. https://doi.org/10.1016/j.watres.2019.06.025
Dai, P. D., & Viet, N. H. (2021). Optimization of variable speed pump scheduling for minimization of energy and water leakage costs in water distribution systems with storages. In 2021 13th International Conference on Electronics, Computers and Artificial Intelligence (ECAI) (pp. 1–6). IEEE. https://doi.org/10.1109/ECAI52376.2021.9515135
El Mouatasim, A., Ellaia, R., & Al-Hossain, A. (2012). A continuous approach to combinatorial optimization: Application of water system pump operations. Optimization Letters, 6(1), 177–198. https://doi.org/10.1007/s11590-010-0262-2
Fooladivanda, D., & Taylor, J. A. (2018). Energy-optimal pump scheduling and water flow. IEEE Transactions on Control of Network Systems, 5(3), 1016–1026. https://doi.org/10.1109/TCNS.2017.2670501
Francisque, A., Rodriguez, M. J., Sadiq, R., Miranda, L. F., & Proulx, F. (2009). Prioritizing monitoring locations in a water distribution network: A fuzzy risk approach. Journal of Water Supply: Research and Technology - AQUA, 58(7), 488–509. https://doi.org/10.2166/aqua.2009.011
Ghaddar, B., Naoum-Sawaya, J., Kishimoto, A., Taheri, N., & Eck, B. (2015). A Lagrangian decomposition approach for the pump scheduling problem in water networks. European Journal of Operational Research, 241(2), 490–501. https://doi.org/10.1016/j.ejor.2014.08.033
Gleixner, M., & A., Held, H., Huang, W., & Vigerske, S. (2012). Towards globally optimal operation of water supply networks. Numerical Algebra, Control & Optimization, 2(4), 695–711. https://doi.org/10.3934/naco.2012.2.695
Goldstein, R., & Smith, W. (2002). Water & Sustainability: US. Electricity Consumption for Water Supply & Treatment- The next Half Century (Vol. Vol.4). Hillview Avenue, Palo Alto, California. Retrieved from https://www.circleofblue.org/wp-content/uploads/2010/08/EPRI-Volume-4.pdf
Graham, N. (1999). Guidelines for drinking-water quality, 2nd edition, Addendum to Volume 1 – Recommendations, World Health Organisation, Geneva, 1998, 36 pages. Urban Water, 1(2), 183. https://doi.org/10.1016/S1462-0758(00)00006-6
Haider, H., Alkhowaiter, M. H., Shafiquzzaman, M. D., Alresheedi, M., AlSaleem, S. S., & Ghumman, A. R. (2021). Source to tap risk assessment for intermittent water supply systems in arid regions: An integrated FTA—Fuzzy FMEA Methodology. Environmental Management, 67(2), 324–341. https://doi.org/10.1007/s00267-020-01400-7
Haider, H., Haydar, S., Sajid, M., Tesfamariam, S., & Sadiq, R. (2016). Framework for optimizing chlorine dose in small- to medium-sized water distribution systems: A case of a residential neighbourhood in Lahore. Pakistan. Water SA, 41(5), 614. https://doi.org/10.4314/wsa.v41i5.04
Haider, H., Sadiq, R., & Tesfamariam, S. (2014). Performance indicators for small- and medium-sized water supply systems: A review. Environmental Reviews, 22(1), 1–40. https://doi.org/10.1139/er-2013-0013
HydraTek. (2013). Toward municipal sector conservation: a pump efficiency assessment and awareness pilot study. Retrieved from ftp://ftp.hydratek.com/OPA Pump Efficiency Assessment Study%25 20Report (Final - High Res).pdf
IEA. (2012). IEA (International Energy Agency). Water for energy, is energy becoming a thirstier resource Excerpt from the World Energy Outlook; 2012 [chapter 17]. Retrieved from https://www.iea.org/weo2017/
Islam, N., Sadiq, R., & Rodriguez, M. J. (2013). Optimizing booster chlorination in water distribution networks: A water quality index approach. Environmental Monitoring and Assessment, 185(10), 8035–8050. https://doi.org/10.1007/s10661-013-3153-z
Kunche, P., & Reddy, K. V. V. S. (2016). Heuristic and meta-heuristic optimization (pp. 17–24). https://doi.org/10.1007/978-3-319-31683-3_3
Kurek, W., & Ostfeld, A. (2013). Multi-objective optimization of water quality, pumps operation, and storage sizing of water distribution systems. Journal of Environmental Management, 115, 189–197. https://doi.org/10.1016/j.jenvman.2012.11.030
Lopez-Ibanez, M. (2009). Operational optimisation of water distribution networks; Retrieved from https://core.ac.uk/download/pdf/40046378.pdf. Edinburgh Napier University. Retrieved from https://core.ac.uk/download/pdf/40046378.pdf
López-Ibáñez, M., Devi Prasad, T., & Paechter, B. (2005). Optimal pump scheduling: Representation and multiple objectives. Proceedings of the 8th International Conference on Computing and Control for the Water Industry, CCWI 2005: Water Management for the 21st Century, 1. Retrieved from http://lopez-ibanez.eu/doc/LopPraPae05-ccwi.pdf
López-Ibáñez, M., Prasad, T. D., & Paechter, B. (2008). Ant colony optimization for optimal control of pumps in water distribution networks. Journal of Water Resources Planning and Management, 134(4), 337–346. https://doi.org/10.1061/(ASCE)0733-9496(2008)134:4(337)
Maier, H. R., Kapelan, Z., Kasprzyk, J., Kollat, J., Matott, L. S., Cunha, M. C., & Reed, P. M. (2014). Evolutionary algorithms and other metaheuristics in water resources: Current status, research challenges and future directions. Environmental Modelling & Software, 62, 271–299. https://doi.org/10.1016/j.envsoft.2014.09.013
Mala-Jetmarova, H., Barton, A., & Bagirov, A. (2015). Exploration of the trade-offs between water quality and pumping costs in optimal operation of regional multiquality water distribution systems. Journal of Water Resources Planning and Management, 141(6), 04014077. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000472
Mala-Jetmarova, H., Sultanova, N., & Savic, D. (2017). Lost in optimisation of water distribution systems? A literature review of system operation. Environmental Modelling & Software, 93, 209–254. https://doi.org/10.1016/j.envsoft.2017.02.009
McGhee, T. J. (1991). Water Supply and Sewerage. (McGraw-Hill, Ed.) (5th ed.). New York: McGraw-Hill, 1991; https://www.academia.edu/42694847/Water_Supply_and_Sewerage_by_E_W_Steel_and_Terence_J_McGhee_Civil_Engg_For_All_pdf. Retrieved from https://www.academia.edu/42694847/Water_Supply_and_Sewerage_by_E_W_Steel_and_Terence_J_McGhee_Civil_Engg_For_All_pdf
Menke, R., Abraham, E., Parpas, P., & Stoianov, I. (2016). Exploring optimal pump scheduling in water distribution networks with branch and bound methods. Water Resources Management, 30(14), 5333–5349. https://doi.org/10.1007/s11269-016-1490-8
Mian, H. R., Hu, G., Hewage, K., Rodriguez, M. J., & Sadiq, R. (2021). Drinking water quality assessment in distribution networks: A water footprint approach. Science of the Total Environment, 775, 145844. https://doi.org/10.1016/j.scitotenv.2021.145844
Muhammed, K. A., & Farmani, R. (2019). Energy optimization using a pump scheduling tool in water distribution systems, 112–123. https://doi.org/10.14500/ARO.10635
Price, E., & Ostfeld, A. (2013). Iterative linearization scheme for convex nonlinear equations: Application to optimal operation of water distribution systems. Journal of Water Resources Planning and Management, 139(3), 299–312. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000275
Price, E., & Ostfeld, A. (2016). Optimal pump scheduling in water distribution systems using graph theory under hydraulic and chlorine constraints. Journal of Water Resources Planning and Management, 142(10), 04016037. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000680
Ramos, H. M., Kenov, K. N., & Vieira, F. (2011). Environmentally friendly hybrid solutions to improve the energy and hydraulic efficiency in water supply systems. Energy for Sustainable Development, 15(4), 436–442. https://doi.org/10.1016/j.esd.2011.07.009
Rossman, L. (2006). The effect of advanced treatment on chlorine decay in metallic pipes. Water Research, 40(13), 2493–2502. https://doi.org/10.1016/j.watres.2006.04.046
Sadiq, R., & Rodriguez, M. (2004). Disinfection by-products (DBPs) in drinking water and predictive models for their occurrence: A review. Science of the Total Environment, 321(1–3), 21–46. https://doi.org/10.1016/j.scitotenv.2003.05.001
Saudi Electric Company. (2018). Retrieved from https://www.se.com.sa/en-us/customers/Pages/TariffRates.aspx
Shamloo, N., Bakhtavar, E., Hewage, K., & Sadiq, R. (2021). Optimization of hydraulic fracturing wastewater management alternatives: A hybrid multi-objective linear programming model. Journal of Cleaner Production, 286, 124950. https://doi.org/10.1016/j.jclepro.2020.124950
Sharif, M. N., Farahat, A., Haider, H., Al-Zahrani, M. A., Rodriguez, M. J., & Sadiq, R. (2017). Risk-based framework for optimizing residual chlorine in large water distribution systems. Environmental Monitoring and Assessment, 189(7). https://doi.org/10.1007/s10661-017-5989-0
Sharif, M. N., Haider, H., Farahat, A., Hewage, K., & Sadiq, R. (2019). Water–energy nexus for water distribution systems: A literature review. Environmental Reviews, 27(4), 519–544. https://doi.org/10.1139/er-2018-0106
Siew, C., Tanyimboh, T. T., & Seyoum, A. G. (2016). Penalty-free multi-objective evolutionary approach to optimization of Anytown water distribution network. Water Resources Management, 30(11), 3671–3688. https://doi.org/10.1007/s11269-016-1371-1
Singh, M. K., & Kekatos, V. (2020). Optimal scheduling of water distribution systems. IEEE Transactions on Control of Network Systems, 7(2), 711–723. https://doi.org/10.1109/TCNS.2019.2939651
Sunger, N., & Haas, C. N. (2015). Quantitative microbial risk assessment for recreational exposure to water bodies in Philadelphia. Water Environment Research, 87(3), 211–222. https://doi.org/10.2175/106143015X14212658613073
US Department of Energy. (2006). Report to congress on the interdependency of Energy and Water. Retrieved from http://www.circleofblue.org/wp-content/uploads/2010/09/121-RptToCongress-EWwEIAcomments-FINAL2.pdf
van Zyl, J. E., Savic, D. A., & Walters, G. A. (2004). Operational optimization of water distribution systems using a hybrid genetic algorithm. Journal of Water Resources Planning and Management, 130(2), 160–170. https://doi.org/10.1061/(ASCE)0733-9496(2004)130:2(160)
XE Currency converter. (2022). Retrieved from https://www.xe.com/currencyconverter/convert/?Amount=1&From=USD&To=SAR
Yang, L., Zeng, S., Chen, J., He, M., & Yang, W. (2010). Operational energy performance assessment system of municipal wastewater treatment plants. Water Science and Technology, 62(6), 1361–1370. https://doi.org/10.2166/wst.2010.394
Zilberman, D., Sproul, T., Rajagopal, D., Sexton, S., & Hellegers, P. (2008). Rising energy prices and the economics of water in agriculture. Water Policy, 10(SUPPL. 1), 11–21. https://doi.org/10.2166/wp.2008.049
Acknowledgements
This research work is part of the Ph.D. work of the first author. This research work did not receive any internal or external funding. The author would like to thank the Ministry of Water and Environment, the City of Al-Khobar WDS (local office), Saudi Arabia, for providing the network data for use in this research work. The authors would also like to thank the anonymous referees for their helpful remarks that improved the quality of our work.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Ethics approval
Not applicable.
Consent to participate
Not applicable.
Consent for publication
Not applicable.
Conflict of interest
The authors declare no competing interests.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Supplementary Information
Below is the link to the electronic supplementary material.
Rights and permissions
About this article
Cite this article
Sharif, M.N., Bakhtavar, E., Haider, H. et al. Staged energy and water quality optimization for large water distribution systems. Environ Monit Assess 194, 232 (2022). https://doi.org/10.1007/s10661-022-09874-0
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s10661-022-09874-0