Design of Water Distribution Networks using a Pseudo-Genetic Algorithm and Sensitivity of Genetic Operators

Water Resources Management

Volumn 27, Issue 12, 2013, Pages 4149-4162

  Mora Melia, D ^a   Iglesias Rey, P L ^a   Martinez Solano, F J ^a   Fuertes Miquel, V S ^a  

^a UNIVERSITAT POLITÈCNICA DE VALÈNCIA   (Spain)

Author keywords

Design; Genetic algorithms; Optimization; Water networks

Indexed keywords

BENCHMARK NETWORKS; COMPUTATIONAL COSTS; CROSS-OVER PROBABILITY; CROSSOVER AND MUTATION PROBABILITIES; CROSSOVER OPERATIONS; OPTIMIZATION TECHNIQUES; WATER DISTRIBUTION NETWORKS; WATER NETWORKS;

DESIGN; HEURISTIC METHODS; OPTIMIZATION; PROBABILITY; WATER DISTRIBUTION SYSTEMS;

GENETIC ALGORITHMS;

CONCEPTUAL FRAMEWORK; DISTRIBUTION SYSTEM; GENETIC ALGORITHM; NETWORK DESIGN; NUMERICAL MODEL; PLANNING SYSTEM; PROBABILITY; WATER MANAGEMENT; WATER SUPPLY;

EID: 84883811563     PISSN: 09204741     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11269-013-0400-6     Document Type: Article

References (27)

1. Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6): 885-900.
2. Balla M, Lingireddy S (2000) Distributed genetic algorithm model on network of personal computers. J Comput Civ Eng 14(3): 199-205. doi: 10. 1061/(ASCE)0887-3801(2000)14: 3(199).
3. Baños R, Gil C, Agulleiro JI, Reca J (2007) A memetic algorithm for water distribution network design. Advances in Soft Computing 39: 279-289. doi: 10. 1007/978-3-540-70706-6_26.
4. Cisty M (2010) Hybrid genetic algorithm and linear programming method for least-cost design of water distribution systems. Water Resour Manage 24(1): 1-24. doi: 10. 1007/s1269-009-9434-1.
5. Chung G, Lansey K (2008) Application of the shuffled frog leaping algorithm for the optimization of a general large-scale in a watersupply system. Water Resour Manage 23: 797-823. doi: 10. 1007/s11269-008-9300-6.
6. Cunha MC, Sousa J (1999) Water distribution network design optimization: simulated annealing approach. J Water Resour Plann Manage 125(4): 215-221. doi: 10. 1061/(ASCE)0733-9496(1999)125: 4(215).
7. Eusuff M, Lansey K (2003) Optimization of water distribution network design using the shuffled frog leaping algorithm. J Water Resour Plann Manage 129(3): 210-225. doi: 10. 1061/(ASCE)0733-9496(2003)129: 3(210).
8. Fujiwara O, Khang DB (1990) A two phase decomposition method for optimal design of looped water distribution network. Water Resour Res 26(4): 539-549. doi: 10. 1029/WR026i004p00539.
9. Geem ZW (2006) Optimal cost design of water distribution networks using harmony search. Eng Optimiz 38(3): 259-277. doi: 10. 1080/03052150500467430.
10. Goldberg DE, Kuo CH (1987) Genetic algorithms in pipeline optimization. J Comput Civil Eng 1(2): 128-141. doi: 10. 1061/(ASCE)0887-3801(1987)1: 2(128).
11. Goulter IC, Morgan DR (1985) An integrated approach to the layout and design of water distribution systems. Civil Eng Syst 2(2): 104-113. doi: 10. 1080/02630258508970389.
12. Halhal D, Walters GA, Ouazar D, Savic DA (1997) Water network rehabilitation with structured messy genetic algorithms. J Water Resour Plann Manage 123(3): 137-147. doi: 10. 1061/(ASCE)0733-9496(1997)123: 3(137).
13. Iglesias-Rey PL, Martínez-Solano FJ, Mora-Meliá D, Ribelles-Aguilar JV (2012) The battle water networks II: Combination of meta-heuristic techniques with the concept of setpoint function in water network optimization algorithms. In: Proc. 14th Water Distribution Systems Analysis symposium (WDSA), Engineers Australia, Adelaide, Australia.
14. Jin YX, Cheng HZ, Yan J, Zhang L (2007) New discrete method for particle swarm optimization and its application in transmission network expansion planning. Electr Pow Syst Res 77(3-4): 227-233. doi: 10. 1016/j. epsr. 2006. 02. 016.
15. Lansey KE, Mays LW (1989). Optimization model for design of water distribution systems. Reliability analysis of water distribution systems. In: L. R. Mays (ed) ASCE: Reston, Va.
16. Louati M, Benabdallah S, Lebdi F, Milutin D (2011) Application of a genetic algorithm for the optimization of a complex reservoir system in Tunisia. Water Resour Manage 25(10): 2387-2404. doi: 10. 1007/s11269-011-9814-1.
17. Matías A (2003) "Diseño de redes de distribución de agua contemplando la fiabilidad mediante Algoritmos Genéticos". Ph. D. Thesis, Universidad Politécnica de Valencia, Valencia.
18. Nazif S, Karamouz M, Tabesh M, Moridi A (2010) Pressure management model for urban water distribution networks. Water Resour Manage 24(3): 437-458. doi: 10. 1007/s11269-009-9454-x.
19. Prasad DT, Park NS (2004) Multiobjective genetic algorithms for design of water distribution networks. J Water Resour Plann Manage 130(1): 73-82. doi: 10. 1061/(ASCE)0733-9496(2004)130: 1(73).
20. Reca J, Martinez J (2006) Genetic algorithms for the design of looped irrigation water distribution networks. Water Resour Res 42(5): W05416. doi: 10. 1029/2005WR004383.
21. Reca J, Martinez J, Gil C, Baños R (2008) Application of several meta-heuristic techniques to the optimization of real looped water distribution networks. Water Resour Manage 22(10): 1367-1379. doi: 10. 1007/s11269-007-9230-8.
22. Rossman LA (2000) EPANET 2. 0 User's manual. EPA/600/R-00/057, 2000.
23. Savic DA, Walters GA (1997) Genetic algorithms for least-cost design of water distribution systems. J Water Resour Plann Manage 123(2): 67-77. doi: 10. 1061/(ASCE)0733-9496(1997)123: 2(67).
24. Su YL, Mays LW, Duan N, Lansey KE (1987) Reliability based optimization model for water distribution systems. J Hydraul Eng 113(12): 1539-1556. doi: 10. 1061/(ASCE)0733-9429(1987)113: 12(1539).
25. Tsai FTC, Katiyar V, Toy D, Goff RA (2008) Conjunctive management of large-scale pressurized water distribution and groundwater systems in semi-arid area with parallel genetic algorithm. Water Resour Manage 23(8): 1497-1517. doi: 10. 1007/s11269-008-9338-5.
26. Vairavamoorthy K, Ali M (2000) Optimal design of water distribution systems using genetic algorithms. Comput Aided Civ Infrastruc Eng 15(5): 374-382. doi: 10. 1111/0885-9507. 00201.
27. Wang QJ (1991) The genetic algorithm and its application to calibrating conceptual rainfall-runoff models. Water Resour Res 27(9): 2467-2471. doi: 10. 1029/91WR01305.