References
- Ayvaz, M.T. and Kentel, E. (2014). Identification of the best booster station network for a water distribution system, J. Water Res. Plan. Manag., 141(5), 04014076. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000473
- Boccelli, D., Tryby, M., Uber, J. and Summers, S. (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
- Deb, K., Pratap, A., Agarwal, S. and Meyarivan, T.A.M.T. (2002). A fast and elitist multiobjective genetic algorithm : NSGA-II, IEEE Transactions on Evolutionary Computation, 6(2), 182-197. https://doi.org/10.1109/4235.996017
- Kim, K., Hyung, J., Seo, J., Shin, H. and Koo, J. (2017). Development of an optimal operation model of residual chlorine concentration in water supply system, J. Korean Soc. Water Wastewater, 31(6), 491-501. https://doi.org/10.11001/jksww.2017.31.6.491
- Lansey, K., Pasha, F., Pool, S., Elshorbagy, W., and Uber, J. (2007). Locating satellite booster disinfectant stations, J. Water Res. Plan. Manag., 133(4), 372-376. https://doi.org/10.1061/(ASCE)0733-9496(2007)133:4(372)
- Munavalli, G.R., and Mohan Kumar, M.S. (2003). Optimal scheduling of multiple chlorine sources in water distribution systems, J. Water Res. Plan. Manag., 129(6), 493-504. https://doi.org/10.1061/(ASCE)0733-9496(2003)129:6(493)
- Ohar, Z. and Ostfeld, A. (2014). Optimal design and operation of booster chlorination layout in water distribution systems, Water Res., 58, 209-220. https://doi.org/10.1016/j.watres.2014.03.070
- Powell, J., West, J., Hallam, N., Forster, C., and Simms, J. (2000). Performance of Various Kinetic Models for Chlorine Decay, J. Water Res. Plan. Manag., 126(1), 13-20. https://doi.org/10.1061/(ASCE)0733-9496(2000)126:1(13)
- Prasad, T., Walters, G. and Savic, D. (2004). Booster disinfection of water supply networks : Multiobjective approach, J. Water Res. Plan. Manag., 130(1), 53-62. https://doi.org/10.1061/(ASCE)0733-9496(2004)130:1(53)
- Seo, J., Kim, K., Hyung, J., Kim, T. and Koo, J. (2019). Optimization model for location and operation schedule of chlorine booster stations in water distribution networks, Desalin. Water Treat., 140, 91-102. https://doi.org/10.5004/dwt.2019.23373
- Shokoohi, M., Tabesh, M., Nazif, S. and Dini, M. (2017). Water quality based multi-objective optimal design of water distribution systems, Water Resour. Manag., 31, 93-108. https://doi.org/10.1007/s11269-016-1512-6
- Tryby, M.E., Bocelli, D.L., Uber, J.G., and Rossman, L.A. (2002). Facility location model for booster disinfection of water supply networks, J. Water Res. Plan. Manag., 128(5), 322-333. https://doi.org/10.1061/(ASCE)0733-9496(2002)128:5(322)
- Yoo, D., Lee, S., Lee H., Choi, Y. and Kim, J. (2018). Optimizing re-chlorination injection points for water supply networks using harmony search algorithm, Water, 10, 547. https://doi.org/10.3390/w10050547