References
- Alperovits, E., and U. Shamir. 1977. “Design of Optimal Water Distribution Systems.” Water Resources Research 13 (6): 885–900.
- Ayvaz, M. T. 2009. “Application of Harmony Search Algorithm to the Solution of Groundwater Management Models.” Advances in Water Resources 32 (6): 916–924.
- Bolognesi, A., C. Bragalli, A. Marchi, and S Artina. 2010. “Genetic Heritage Evolution by Stochastic Transmission in the Optimal Design of Water Distribution Networks.” Advances in Engineering Software 41: 792–801.
- Bragalli, C., C. D'Ambrosio, J. Lee, A. Lodi, and P. Toth. 2012. “On the Optimal Design of Water Distribution Networks: A Practical MINLP Approach.” Optimization and Engineering 13 (2): 219–246.
- Cunha, M. C., and J. Sousa. 2001. “Hydraulic Infrastructures Design Using Simulated Annealing.” Journal of Infrastructure Systems (ASCE) 7 (1): 32–39.
- Dandy, G., A. Simpson, and L. Murphy. 1996. “An Improved Genetic Algorithm for Pipe Network Optimization.” Water Resources Research 32 (2): 449–458.
- Deuerlein, J. W. 2008. “Decomposition Model of a General Water Supply Network Graph.” Journal of Hydraulic Engineering (ASCE) 134 (6): 822–832.
- Eusuff, M. M., and K. E. Lansey. 2003. “Optimization of Water Distribution Network Design Using the Shuffled Frog Leaping Algorithm.” Journal of Water Resources Planning and Management 129 (3): 210–225.
- Fujiwara, O., and D. B. Kang. 1990. “A Two-Phase Decomposition Method for Optimal Design of Looped Water Distribution Networks.” Water Resources Research 26 (4): 539–549.
- Geem, Z. W. 2006. “Optimal Cost Design of Water Distribution Networks Using Harmony Search.” Engineering Optimization 38 (3): 259–277.
- Geem, Z. W. 2007. “Optimal Scheduling of Multiple Dam System Using Harmony Search Algorithm.” In Computational and Ambient Intelligence, 316–323. Berlin: Springer.
- Geem, Z. W. 2009. “Particle-Swarm Harmony Search for Water Network Design.” Engineering Optimization 41 (4): 297–311.
- Geem, Z. W., J. H. Kim, and G. V. Loganathan. 2001. “A New Heuristic Optimization Algorithm: Harmony Search.” Simulation 76 (2): 60–68.
- Goulter, I. C., B. M. Lussier, and D. R. Morgan. 1986. “Implications of Head Loss Path Choice in the Optimization of Water Distribution Networks.” Water Resources Research 22 (5): 819–822.
- Gupta, R., and T. D. Prasad. 2000. “Extended Use of Linear Graph Theory for Analysis of Pipe Networks.” Journal of Hydraulic Engineering 126 (1): 56–62.
- Kadu, M. S., R. Gupta, and P. R. Bhave. 2008. “Optimal Design of Water Networks Using a Modified Genetic Algorithm with Reduction in Search Space.” Journal of Water Resources Planning and Management 134 (2): 147–160.
- Kang, D., and K. Lansey. 2012. “Revisiting Optimal Water-Distribution System Design: Issues and a Heuristic Hierarchical Approach.” Journal of Water Resources Planning and Management 138 (3): 208–217.
- Kessler, A., L. Ormsbee, and U. Shamir. 1990. “A Methodology for Least-Cost Design of Invulnerable Water Distribution Networks.” Civil Engineering Systems 7 (1): 20–28.
- Kessler, A., and U. Shamir. 1989. “Analysis of the Linear Programming Gradient Method for Optimal Design of Water Supply Networks.” Water Resources Research 25 (7): 1469–1480.
- Kim, J. H., Z. W. Geem, and E. S. Kim. 2001. “Parameter Estimation of the Nonlinear Muskingum Model Using Harmony Search.” Journal of the American Water Resources Association 37 (5): 1131–1138.
- Kim, K., Y. Lee, D. Kang, and Y. Kim. 2013. “Improved Approach for Optimal Design of Agricultural Irrigation System.” Journal of Korean Society of Hazard Mitigation, 13 (6): 359–365.
- Lansey, K. E., and L. W. Mays. 1989. “Optimization Model for Water Distribution System Design.” Journal of Hydraulic Engineering ASCE 115 (10): 1401–1418.
- Lee, K. S., and Z. W. Geem. 2004. “A New Structural Optimization Method Based on the Harmony Search Algorithm.” Computers & Structures 82 (9-10): 781–798.
- Lee, K. S., Z. W. Geem, S. H. Lee, and K. W. Bae. 2005. “The Harmony Search Heuristic Algorithm for Discrete Structural Optimization.” Engineering Optimization 37 (7): 663–684.
- Maier, H., A. Simpson, A. Zecchin, W. Foong, K. Phang, H. Seah, and C. Tan. 2003. “Ant Colony Optimization for Design of Water Distribution Systems.” Journal of Water Resources Planning and Management 129 (3): 200–209.
- Montalvo, I., J. Izquierdo, R. Perez, and M. M. Tung. 2008. “Particle Swarm Optimization Applied to the Design of Water Supply Systems.” Computers and Mathematics with Applications 56: 769–776.
- Quindry, G. E., E. D. Brill, and J. C. Liebman. 1981. “Optimization of Looped Water Distribution Systems.” Journal of Environmental Engineering Division (ASCE) 107 (EE4): 665–679.
- Reca, J., and J. Martínez. 2006. “Genetic Algorithms for the Design of Looped Irrigation Water Distribution Networks.” Water Resources Research 42 (5): W05416.
- Reca, J., J. Martínez, C. Gil, and R. Baños. 2007. “Application of Several Meta-heuristic Techniques to the Optimization of Real Looped Water Distribution Networks.” Water Resources Management 22 (10): 1367–1379.
- Rossman, L. A. 2000. EPANET 2 User's Manual. Cincinnati, OH: EPA (US Environmental Protection Agency).
- Sadollah, A., Yoo, D. G., and Kim, J. H. 2014. “Improved Mine Blast Algorithm for Optimal Cost Design of Water Distribution Systems.” Engineering Optimization 47 (12): 1602–18.
- Savic, D. A., and G. A. Walters. 1995. “An Evolution Program for Optimal Pressure Regulation in Water Distribution Networks.” Engineering Optimization 24 (3): 197–219.
- Savic, D. A., and G. A. Walters. 1997. “Genetic Algorithms for Least-Cost Design of Water Distribution Networks.” Journal of Water Resources Planning and Management (ASCE) 123 (2): 67–77.
- Schaake, J., and F. H. Lai. 1969. “Linear Programming and Dynamic Programming—Application of Water Distribution Network Design.” Report 116, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts.
- Simpson, A., G. Dandy, and L. Murphy. 1994. “Genetic Algorithms Compared to Other Techniques for Pipe Optimization.” Journal of Water Resources Planning and Management 120 (4): 423–443.
- Sonak, V. V., and Bhave, P. R. 1993. “Global Optimum Tree Solution for Single-Source Looped Water Distribution Networks Subjected to a Single Loading Pattern.” Water Resources Research 29 (7): 2437–2443.
- Suribabu, C. R., and T. R. Neelakantan. 2006. “Design of Water Distribution Networks Using Particle Swarm Optimization.” Urban Water Journal 3 (2): 111–120.
- Vasan, A., and S. P. Simonovic. 2010. “Optimization of Water Distribution Network Design Using Differential Evolution.” Journal of Water Resources Planning and Management 136 (2): 279–287.
- Wood, D. J. 1980. Computer Analysis of Flow in Pipe Networks including Extended Period Simulations (KYPIPE User's Manual). Lexington, KY: University of Kentucky.
- Zheng, F., A. R. Simpson, and A. C. Zecchin. 2011. “A Combined NLP-Differential Evolution Algorithm Approach for the Optimization of Looped Water Distribution Systems.” Water Resources Research 47 (8): W08531.
- Zheng, F., A. R. Simpson, and A. C. Zecchin. 2013. “A Decomposition and Multistage Optimization Approach Applied to the Optimization of Water Distribution Systems with Multiple Supply Sources.” Water Resources Research 49 (1): 380–399.
- Zheng, F., and A. C. Zecchin. 2014. “An Efficient Decomposition and Dual-Stage Multi-objective Optimization Method for Water Distribution Systems with Multiple Supply Sources.” Environmental Modelling & Software 55: 143–155.