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Design of water distribution networks using a pseudo-genetic algorithm and sensitivity of genetic operators

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Design of water distribution networks using a pseudo-genetic algorithm and sensitivity of genetic operators

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Mora Meliá, D.; Iglesias Rey, PL.; Martínez-Solano, FJ.; Fuertes Miquel, VS. (2013). Design of water distribution networks using a pseudo-genetic algorithm and sensitivity of genetic operators. Water Resources Management. 27(12):4149-4162. https://doi.org/10.1007/s11269-013-0400-6

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Título: Design of water distribution networks using a pseudo-genetic algorithm and sensitivity of genetic operators
Autor: Mora Meliá, Daniel Iglesias Rey, Pedro Luis Martínez-Solano, F. Javier Fuertes Miquel, Vicente Samuel
Entidad UPV: Universitat Politècnica de València. Departamento de Ingeniería Hidráulica y Medio Ambiente - Departament d'Enginyeria Hidràulica i Medi Ambient
Fecha difusión:
Resumen:
[EN] Genetic algorithms (GA) are optimization techniques that are widely used in the design of water distribution networks. One of the main disadvantages of GA is positional bias, which degrades the quality of the solution. ...[+]
Palabras clave: Genetic algorithms , Design , Water networks , Optimization
Derechos de uso: Reserva de todos los derechos
Fuente:
Water Resources Management. (issn: 0920-4741 ) (eissn: 1573-1650 )
DOI: 10.1007/s11269-013-0400-6
Editorial:
Springer Verlag (Germany)
Versión del editor: http://dx.doi.org/10.1007/s11269-013-0400-6
Código del Proyecto:
info:eu-repo/grantAgreement/MICINN//DPI2009-13674/ES/Mejora De Las Tecnicas De Llenado Y Operacion De Redes De Abastecimiento De Agua/ /
Agradecimientos:
This work was supported by the project DPI2009-13674 (OPERAGUA) of the Direccion General de Investigacion y Gestion del Plan Nacional de I + D + I del Ministerio de Ciencia e Innovacion, Spain.
Tipo: Artículo

References

Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6):885–900

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)

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 [+]
Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6):885–900

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)

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

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

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

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)

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)

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

Geem ZW (2006) Optimal cost design of water distribution networks using harmony search. Eng Optimiz 38(3):259–277. doi: 10.1080/03052150500467430

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)

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

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)

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

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

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

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

Matías A (2003) “Diseño de redes de distribución de agua contemplando la fiabilidad mediante Algoritmos Genéticos”. Ph.D. Thesis, Universidad Politécnica de Valencia, Valencia

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

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)

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

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

Rossman LA (2000) EPANET 2.0 User’s manual. EPA/600/R-00/057, 2000

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)

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)

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

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

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

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