References
- Alperovits, E., and U. Shamir. 1977. “Design of Optimal Water Distribution Systems.” Water Resources Research 13 (6): 885–900. doi:10.1029/WR013i006p00885.
- Bozorg-Hadded, O., N. Ghajarnia, M. Solgi, H. A. Loaiciga, and M. A. Marino. 2017. “Multi-objective Design of Water Distribution Systems Based on Fuzzy Reliability Index.” Journal of Water Supply: Research and Technology 66 (1): 36–48. doi:10.2166/aqua.2016.067.
- Creaco, E., M. Franchini, and E. Todini. 2016. “Generalized Resilience and Failure Indices for Use with Pressure-driven Modeling and Leakage.” Journal of Water Resources Planning and Management 142 (8): 04016019. doi:10.1061/(ASCE)WR.1943-5452.0000656.
- Dini, M., and M. Tabesh. 2019. “Optimal Renovation Planning of Water Distribution Networks considering Hydraulic and Quality Reliability Indices.” Urban Water Journal 16 (4): 249–258. doi:10.1080/1573062X.2019.1669185.
- Fujiwara, O., and D. B. Khang. 1990. “A Two-phase Decomposition Method for Optimal Design of Looped Water Distribution Networks.” Water Resources Research 26 (4): 539–549. doi:10.1029/WR026i004p00539.
- Gessler, J., and T. M. Walski 1985. “Water Distribution System Optimization.” Technical Report TR EL-85-11. Vicksburg, Miss: U.S. Army Corps of Engineers, Waterways Experimentation Station.
- Gupta, R., and P. R. Bhave. 1996. “Comparison of Methods for Predicting Deficient-network Performance.” Journal of Water Resources Planning and Management 122 (3): 214–217. doi:10.1061/(ASCE)0733-9496(1996)122:3(214).
- Halhal, D., G. A. Walters, D. Ouzar, and D. A. Savic. 1997. “Water Network Rehabilitation with Structured Messy Genetic Algorithm.” Journal of Water Resources Planning and Management 123 (3): 137–146. doi:10.1061/(ASCE)0733-9496(1997)123:3(137).
- Jayaram, N., and K. Srinivasan. 2008. “Performance-based Optimal Design and Rehabilitation of Water Distribution Networks Using Life Cycle Costing.” Water Resources Research 44 (1): W01417. doi:10.1029/2006WR005316.
- Jeong, G., A. Wicaksono, and D. Kang. 2017. “Revisiting the Resilience Index for Water Distribution Networks.” Journal of Water Resources Planning and Management 143 (8): 04017035. doi:10.1061/(ASCE)WR.1943-5452.0000792.
- Prasad, D. T., and N. S. Park. 2004. “Multiobjective Genetic Algorithms for Design of Water Distribution Networks.” Journal of Water Resources Planning and Management. ASCE 130 (1): 73–82. doi:10.1061/(ASCE)0733-9496(2004)130:1(73).
- Quindry, G. E., J. C. Liebman, and E. D. Brill. 1981. “Optimization of Looped Water Distribution Systems.” Journal of the Environmental Engineering Division 107 (4): 665–679.
- Raad, D. N., A. N. Sinske, and J. H. Van Vuuren. 2010. “Comparison of Four Reliability Surrogate Measures for Water Distribution Systems Design.” Water Resources Research 46 (5): W05524. doi:10.1029/2009WR007785.
- Rossman, L. A. 2000. EPANET User’s Manual. Risk Reduction Engineering Laboratory. Cincinnati: U.S. Environmental Protection Agency.
- Shirzad, A., and M. Tabesh. 2016. “New Indices for Reliability Assessment of Water Distribution Networks.” Journal of Water Supply: Research and Technology-Aqua 65 (5): 384–395. doi:10.2166/aqua.2016.091.
- Todini, E. 2000. “Looped Water Distribution Networks Design Using a Resilience Index Based Heuristic Approach.” Urban Water 2 (2): 115–122. doi:10.1016/S1462-0758(00)00049-2.
- Vairagade, S., M. A. H. Abdy Sayyed, and R. Gupta (2015). “Node Head Flow Relationships in Skeletonized Water Distribution Networks for Predicting Performance under Deficient Conditions.” World Environmental and Water Resources Congress 2015. Reston, VA: ASCE. 810–819.