1. Vairavamoorthy, K., and Ali, M. (2005). “Pipe index vector: A method to improve Genetic-Algorithm-based pipe optimization.” Water Resources Planning and Management, 131 (12), 1117-1125.
2. Afshar, M. H., and Jabbari, E. (2008). “Simultaneous layout and pipe size optimization using genetic algorithm.” The Arabian Journal for Science and Engineering, 33 (2B), 391-409.
3. Kadu, M. S., Gupta, R. and Bhave, P. R. (2008). “Optimal design of water networks using a modified genetic algorithm with reduction in search space.” J. of Water Res. Plan. and Manage., 147 (2), 147-160.
4. Boccelli, D. L., Rossman, L. A., Tryby, M. E., Uber, J. G., Zierolf, M. L., and Polycarpou, M. M. (1998). “Optimal scheduling of booster disinfection in water distribution system.” J. of Water Resources Planning And Management, 124(2), 99-111.
5. Rouhiainen C. J., Tade, C., and West, G.N. (2003). “Multi-objective genetic algorithm for optimal scheduling of chlorine dosing in water distribution systems.” Maksimovic C., Butler, D. and Mermon, F.A. (Eds): Advances in water supply management,swets and Zeitlinger, Lisse, pp. 459-469.
6. Munavalli, G. R., and Kumar, M. S. (2003). “Optimal scheduling of multiple chlorine sources in water distribution systems.” J. of Water Resources Planning and Management, 129 (6), 493-504.
7. Farmani, R., Walters, G. A. and Savic, D. A. (2005). “Trade-off between total cost and reliability for Anytown water distribution network.” J. of Water Res. Plan. and Manage., 131 (3), 161-171.
8. Farmani, R., Walters, G. A., and Savic, D. A. (2006), “Evolutionary multi-objective optimization of the design and operation of water distribution network: Total cost vs. reliability vs. water quality.” J. of Hydroinformatics, 8(3), 165-179.
9. EPA. (1999). Guidance manual, alternative disinfectants and oxidants, USA.
10. Tabesh, M., and Zabihi, M. (2008). “Effects of qualitative constraints on water distribution network optimization.” 4th Congress on Civil Engineering, Tehran University, Tehran (In Persian).
11. Federal-Provincial Territorial Committee on Helath and Environmental. (2009). “Guidelines for Canadian drinking water quality -chlorine.”
12. WHO Seminar Pack for Drinking-Water Quality (1999). “Disinfiectants and disinfection by products.”
<http://www.who.int/water_sanitation_health/dwq/S13.pdf>(May 2012).
13. Rossman, L. A. (2000). “EPANET2, users manual.” U.S. Environmental Protection Agency, Office of Research and Development, National Risk Management Research Laboratory, Cincinnati, OH. <http://www.epa.gov/nrmrl/wswrd/dw/EPANET/EN2manual.pdf>(2012).
14. Bao, Y., and Mays, L. W. (1990). “Model for water distribution system reliability.” J. of Hydraulic Engineering, 116 (9), 1119-1137.
15. Todini, E. (2000). “Looped water distribution networks design using a resilience index based heuristic approach.” Urban Water, 2 (3), 115-122.