Full scale optimization of chlorine injection pattern in Khansar water distribution network using WaterGEMS

Document Type : Research Paper

Authors

Department of Civil Engineering, Faculty of Engineering, Fasa University, Fasa, Iran.

10.22055/jhs.2024.48222.1327

Abstract

Chlorine is the most widely used disinfectant in the water treatment process for eliminating pathogenic microorganisms that may be present in the distribution network. Maintaining minimum residual chlorine in water distribution networks is challenged by its decay over time and distance travelled. Chlorine dosage must be optimized by adjusting its injection rates and placement. This study utilized WaterGEMS software to model the water network of Khansar city and analyze its current chlorine levels. It was found that some end-of-line pipes had chlorine concentrations that fell below the standard limits. Through optimization of chlorine dosing at the reservoirs while simultaneously reducing chlorine consumption, approximately 65% of the pipes with non-compliant chlorine levels were brought into compliance. Additionally, 66% of the water volume that previously had insufficient chlorine now meets the standard and is delivered to consumers. It should be noted that these results were obtained at the same time as the amount of chlorine consumed daily decreased from 1130.4 to 656.7.

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Main Subjects


  1. Coelho, S.T., (1996), “Performance assessment in water supply and distribution”, Ph.D.Thesis, Civil & Offshore Engineering Department, Heriot-Watt University, Edinburg. UK.
  2. Haghighi, M.R., and Alian Koupaee, T., (2023) “Investigating the effects of temperature on chlorine decay coefficients in water distribution networks using a dynamic quality model”. Journal of Water and Wastewater; 47: p. 21-9. [In Persian].
  3. Coulson, J.M., and Richardson, J.F. (1964), “Chemical Engineering”, 2nd Edn. Pergamon Press, Oxford, (3 Volumes).
  4. Tabesh M, and Azadi B. (2007), “Optimum management of water distribution networks via determination of the optimum rate of chlorine injection using analytical excel and genetic algorithms”. Journal of Water and Wastewater Plan Management 77: p. 2-12. [In Persian].
  5. Tryby, M. E., Boccelli, D. L., Uber, J. G., and Rossman, L. A. (2002),“Facility location model for booster disinfection of water supply networks”,Journal of Water Resources Planning and Management, 128(5): p. 322-333.
  6. Prasad, T. D., Walters, G. A., and Savic, D. A. (2004),“Booster disinfection of water supply networks: Multiobjective approach”,Journal of Water Resources Planning and Management, 130(5): p. 367-376.
  7. Goyal, R. V., and Patel, H. M. (2017),“Optimal location and scheduling of booster chlorination stations for drinking water distribution system”,Journal of Applied Water Engineering and Research, 5(1): p. 51-60.
  8. Islam, N., Sadiq, R., and Rodriguez, M. J. (2017),“Optimizing locations for chlorine booster stations in small water distribution networks”,Journal of Water Resources Planning and Management, 143(7):
  9. Javadinejad, S., Ostad-Ali-Askari, K., and Jafary, F. (2019),“Using simulation model to determine the regulation and to optimize the quantity of chlorine injection in water distribution networks”,Modeling Earth Systems and Environment, 5: p. 1015-1023.
  10. Maleki, M., Ardila, A., Argaud, P. O., Pelletier, G., and Rodriguez, M. (2023),“Full-scale determination of pipe wall and bulk chlorine degradation coefficients for different pipe categories”,Water Supply, 23(2): p. 657-670.
  11. Moeini, M., Sela, L., Taha, A. F., and Abokifa, A. A. (2023),“Bayesian optimization of booster disinfection scheduling in water distribution networks”,Water Research, 242: p.
  12. Frederick, F. D., Marlim, M. S., and Kang, D. (2024),“Optimization of Chlorine Injection Schedule in Water Distribution Networks Using Water Age and Breadth-First Search Algorithm”,Water, 16(3): p.
  13. Gibbs, M. S., Dandy, G. C., and Maier, H. R. (2010),“Calibration and optimization of the pumping and disinfection of a real water supply system”, Journal of Water Resources Planning and Management, 136(4):493-501.
  14. Kang, D., and Lansey, K. (2010),“Real-time optimal valve operation and booster disinfection for water quality in water distribution systems”, Journal of Water Resources Planning and Management, 136(4):463-473.
  15. Ohar, Z., and Ostfeld, A. (2014), “Optimal design and operation of booster chlorination stations layout in water distribution systems”, Water research, 58: p. 209-220.
  16. Ayvaz, M. T., and Kentel, E. (2015), “Identification of the best booster station network for a water distribution system”, Journal of Water Resources Planning and Management, 141(5): p.
  17. Goyal, R. V., and Patel, H. M. (2018),“Optimal location and scheduling of booster chlorination stations using EPANET and PSO for drinking water distribution system”,ISH Journal of Hydraulic Engineering, 24(2): p. 157-164.
  18. Avvedimento, S., Todeschini, S., Giudicianni, C., Di Nardo, A., Walski, T., and Creaco, E. (2020),“Modulating nodal outflows to guarantee sufficient disinfectant residuals in water distribution networks”, Journal of Water Resources Planning and Management, 146(8): p.
  19. Tsitsifli, S., and Kanakoudis, V. (2021), “Assessing the impact of DMAs and the use of boosters on chlorination in a water distribution network in Greece”, Water, 13(16): p.
  20. Haas, C., and Karra, S. (1984), “Kinetics of wastewater chlorine demand exertion”, Journal of Water Pollution Control Federation, 56(2): p. 170.
  21. Rossman, L.A, (2000), “EPANET User’s manual US. Environmental Protection Agency”, Cincinnati, Ohio: Drinking Water Research.
  22. Kurek, W., and Ostfeld, A. (2013), “Multi-objective optimization of water quality, pumps operation, and storage sizing of water distribution systems”, Journal of Environmental Management, 115: p. 189-197.
  23. Rosalam, H., and Krishnaiah, S.D., (2007), “Free Chlorine Residual Content within the Drinking Water Distribution System”, International Journal of Physical Sciences, 2(8): p.196-201.
  24. Al-Jasser, A. (2007), “Chlorine decay in drinking-water transmission and distribution systems: Pipe service age effect", Water Research, 41(2): p. 387-396.
  25. Hallam, N., West, J., Forster, C., Powell, J. and Spencer, I. (2002), “The decay of chlorine associated with the pipe wall in water distribution systems”, Water Research, 36(14): p. 3479-3488.
  26. Publication No. 3-116, (1371) “Drinking Water Quality Standard”, Bureau of Research and Technical Standards of the Program and Budget Organization and Water Engineering Standards of the Ministry of Energy.
  27. Publication No. 117-3, (2013) “Rules for the Design of Urban and Rural Water Transmission and Distribution Systems” Office of Research and Technical Standards of the Program and Budget Organization and Water Engineering Standards of the Ministry of Energy.
  28. Publication No. 1053, (2008), “Physical and chemical characteristics of standard drinking water”, Iran Standard and Research Institute, fifth revision.
  29. Simpson, K. and Hayes, K. (1998), “Drinking water disinfection by-products: an Australian perspective”, Water Research, 32(5): p. 1522-1528,
  30. Hashimoto, K., Otsuki, N., Saito, T., and Yokota, H. (2013),“Application of electrical treatment to alteration of cementitious material due to leaching”, Journal of Advanced Concrete Technology, 11(3):108-118.
  31. Maleki, M., Ardila, A., Argaud, P. O., Pelletier, G., and Rodriguez, M. (2023). “Full-scale determination of pipe wall and bulk chlorine degradation coefficients for different pipe categories”. Water Supply, 23(2): p. 657-670.