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dc.contributor.author | Mora Meliá, Daniel | es_ES |
dc.contributor.author | Iglesias Rey, Pedro Luis | es_ES |
dc.contributor.author | Martínez-Solano, F. Javier | es_ES |
dc.contributor.author | Muñoz-Velasco, Pedro | es_ES |
dc.date.accessioned | 2016-09-02T12:07:58Z | |
dc.date.available | 2016-09-02T12:07:58Z | |
dc.date.issued | 2016-05 | |
dc.identifier.issn | 2073-4441 | |
dc.identifier.uri | http://hdl.handle.net/10251/68626 | |
dc.description.abstract | This paper presents a modified Shuffled Frog Leaping Algorithm (SFLA) applied to the design of water distribution networks. Generally, one of the major disadvantages of the traditional SFLA is the high number of parameters that need to be calibrated for proper operation of the algorithm. A method for calibrating these parameters is presented and applied to the design of three benchmark medium-sized networks widely known in the literature (Hanoi, New York Tunnel, and GoYang). For each of the problems, over 35,000 simulations were conducted. Then, a statistical analysis was performed, and the relative importance of each of the parameters was analyzed to achieve the best possible configuration of the modified SFLA. The main conclusion from this study is that not all of the original SFL algorithm parameters are important. Thus, the fraction of frogs in the memeplex q can be eliminated, while the other parameters (number of evolutionary steps Ns, number of memeplexes m, and number of frogs n) may be set to constant values that run optimally for all medium-sized networks. Furthermore, the modified acceleration parameter C becomes the key parameter in the calibration process, vastly improving the results provided by the original SFLA. | es_ES |
dc.description.sponsorship | This work was supported by the Program Initiation into research (Project 11140128) of the Comision Nacional de Investigacion Cientifica y Tecnologica (Conicyt), Chile. This work was also 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. | en_EN |
dc.language | Inglés | es_ES |
dc.publisher | MDPI | es_ES |
dc.relation.ispartof | Water | es_ES |
dc.rights | Reconocimiento (by) | es_ES |
dc.subject | Water distribution networks | es_ES |
dc.subject | Design | es_ES |
dc.subject | Shuffled frog leaping algorithm | es_ES |
dc.subject | Optimization | es_ES |
dc.subject.classification | MECANICA DE FLUIDOS | es_ES |
dc.title | The Efficiency of Setting Parameters in a Modified Shuffled Frog Leaping Algorithm Applied to Optimizing Water Distribution Networks | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.3390/w8050182 | |
dc.relation.projectID | info:eu-repo/grantAgreement/CONICYT//11140128/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/MICINN//DPI2009-13674/ES/Mejora De Las Tecnicas De Llenado Y Operacion De Redes De Abastecimiento De Agua/ / | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros Industriales - Escola Tècnica Superior d'Enginyers Industrials | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería Hidráulica y Medio Ambiente - Departament d'Enginyeria Hidràulica i Medi Ambient | es_ES |
dc.description.bibliographicCitation | Mora Meliá, D.; Iglesias Rey, PL.; Martínez-Solano, FJ.; Muñoz-Velasco, P. (2016). The Efficiency of Setting Parameters in a Modified Shuffled Frog Leaping Algorithm Applied to Optimizing Water Distribution Networks. Water. 2016(8). https://doi.org/10.3390/w8050182 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.3390/w8050182 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 2016 | es_ES |
dc.description.issue | 8 | es_ES |
dc.relation.senia | 315597 | es_ES |
dc.contributor.funder | Ministerio de Ciencia e Innovación | es_ES |
dc.contributor.funder | Comisión Nacional de Investigación Científica y Tecnológica, Chile | es_ES |
dc.description.references | Alperovits, E., & Shamir, U. (1977). Design of optimal water distribution systems. Water Resources Research, 13(6), 885-900. doi:10.1029/wr013i006p00885 | es_ES |
dc.description.references | Fujiwara, O., & Khang, D. B. (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 | es_ES |
dc.description.references | Su, Y., Mays, L. W., Duan, N., & Lansey, K. E. (1987). Reliability‐Based Optimization Model for Water Distribution Systems. Journal of Hydraulic Engineering, 113(12), 1539-1556. doi:10.1061/(asce)0733-9429(1987)113:12(1539) | es_ES |
dc.description.references | Chung, G., & Lansey, K. (2008). Application of the Shuffled Frog Leaping Algorithm for the Optimization of a General Large-Scale Water Supply System. Water Resources Management, 23(4), 797-823. doi:10.1007/s11269-008-9300-6 | es_ES |
dc.description.references | Lansey, K. E., & Mays, L. W. (1989). Optimization Model for Water Distribution System Design. Journal of Hydraulic Engineering, 115(10), 1401-1418. doi:10.1061/(asce)0733-9429(1989)115:10(1401) | es_ES |
dc.description.references | Martínez-Solano, J., Iglesias-Rey, P. L., Pérez-García, R., & López-Jiménez, P. A. (2008). Hydraulic Analysis of Peak Demand in Looped Water Distribution Networks. Journal of Water Resources Planning and Management, 134(6), 504-510. doi:10.1061/(asce)0733-9496(2008)134:6(504) | es_ES |
dc.description.references | Artita, K. S., Kaini, P., & Nicklow, J. W. (2013). Examining the Possibilities: Generating Alternative Watershed-Scale BMP Designs with Evolutionary Algorithms. Water Resources Management, 27(11), 3849-3863. doi:10.1007/s11269-013-0375-3 | es_ES |
dc.description.references | Iglesias-Rey, P. L., Martínez-Solano, F. J., Meliá, D. M., & Martínez-Solano, P. D. (2014). BBLAWN: A Combined Use of Best Management Practices and an Optimization Model Based on a Pseudo-Genetic Algorithm. Procedia Engineering, 89, 29-36. doi:10.1016/j.proeng.2014.11.156 | es_ES |
dc.description.references | Cheng, C.-T., Feng, Z.-K., Niu, W.-J., & Liao, S.-L. (2015). Heuristic Methods for Reservoir Monthly Inflow Forecasting: A Case Study of Xinfengjiang Reservoir in Pearl River, China. Water, 7(12), 4477-4495. doi:10.3390/w7084477 | es_ES |
dc.description.references | Huang, Y.-C., Lin, C.-C., & Yeh, H.-D. (2015). An Optimization Approach to Leak Detection in Pipe Networks Using Simulated Annealing. Water Resources Management, 29(11), 4185-4201. doi:10.1007/s11269-015-1053-4 | es_ES |
dc.description.references | Casillas, M., Garza-Castañón, L., & Puig, V. (2015). Optimal Sensor Placement for Leak Location in Water Distribution Networks using Evolutionary Algorithms. Water, 7(11), 6496-6515. doi:10.3390/w7116496 | es_ES |
dc.description.references | Geem, Z. (2015). Multiobjective Optimization of Water Distribution Networks Using Fuzzy Theory and Harmony Search. Water, 7(12), 3613-3625. doi:10.3390/w7073613 | es_ES |
dc.description.references | Louati, M. H., Benabdallah, S., Lebdi, F., & Milutin, D. (2011). Application of a Genetic Algorithm for the Optimization of a Complex Reservoir System in Tunisia. Water Resources Management, 25(10), 2387-2404. doi:10.1007/s11269-011-9814-1 | es_ES |
dc.description.references | SAVIC, D. A., & WALTERS, G. A. (1995). AN EVOLUTION PROGRAM FOR OPTIMAL PRESSURE REGULATION IN WATER DISTRIBUTION NETWORKS. Engineering Optimization, 24(3), 197-219. doi:10.1080/03052159508941190 | es_ES |
dc.description.references | Nazif, S., Karamouz, M., Tabesh, M., & Moridi, A. (2009). Pressure Management Model for Urban Water Distribution Networks. Water Resources Management, 24(3), 437-458. doi:10.1007/s11269-009-9454-x | es_ES |
dc.description.references | Cozzolino, L., Cimorelli, L., Covelli, C., Mucherino, C., & Pianese, D. (2015). An Innovative Approach for Drainage Network Sizing. Water, 7(12), 546-567. doi:10.3390/w7020546 | es_ES |
dc.description.references | Iglesias, P. (2007). STUDY OF SENSITIVITY OF THE PARAMETERS OF A GENETIC ALGORITHM FOR DESIGN OF WATER DISTRIBUTION NETWORKS. Journal of Urban and Environmental Engineering, 1(2), 61-69. doi:10.4090/juee.2007.v1n2.061069 | es_ES |
dc.description.references | Reca, J., & Martínez, J. (2006). Genetic algorithms for the design of looped irrigation water distribution networks. Water Resources Research, 42(5). doi:10.1029/2005wr004383 | es_ES |
dc.description.references | Mora-Melia, D., Iglesias-Rey, P. L., Martinez-Solano, F. J., & Fuertes-Miquel, V. S. (2013). Design of Water Distribution Networks using a Pseudo-Genetic Algorithm and Sensitivity of Genetic Operators. Water Resources Management, 27(12), 4149-4162. doi:10.1007/s11269-013-0400-6 | es_ES |
dc.description.references | Geem, Z. W. (2006). Optimal cost design of water distribution networks using harmony search. Engineering Optimization, 38(3), 259-277. doi:10.1080/03052150500467430 | es_ES |
dc.description.references | Duan, Q. Y., Gupta, V. K., & Sorooshian, S. (1993). Shuffled complex evolution approach for effective and efficient global minimization. Journal of Optimization Theory and Applications, 76(3), 501-521. doi:10.1007/bf00939380 | es_ES |
dc.description.references | Eusuff, M. M., & Lansey, K. E. (2003). Optimization of Water Distribution Network Design Using the Shuffled Frog Leaping Algorithm. Journal of Water Resources Planning and Management, 129(3), 210-225. doi:10.1061/(asce)0733-9496(2003)129:3(210) | es_ES |
dc.description.references | Montalvo, I., Izquierdo, J., Pérez, R., & Iglesias, P. L. (2008). A diversity-enriched variant of discrete PSO applied to the design of water distribution networks. Engineering Optimization, 40(7), 655-668. doi:10.1080/03052150802010607 | es_ES |
dc.description.references | Marchi, A., Dandy, G., Wilkins, A., & Rohrlach, H. (2014). Methodology for Comparing Evolutionary Algorithms for Optimization of Water Distribution Systems. Journal of Water Resources Planning and Management, 140(1), 22-31. doi:10.1061/(asce)wr.1943-5452.0000321 | es_ES |
dc.description.references | Mora-Melia, D., Iglesias-Rey, P. L., Martinez-Solano, F. J., & Ballesteros-Pérez, P. (2015). Efficiency of Evolutionary Algorithms in Water Network Pipe Sizing. Water Resources Management, 29(13), 4817-4831. doi:10.1007/s11269-015-1092-x | es_ES |
dc.description.references | Elbeltagi, E., Hegazy, T., & Grierson, D. (2007). A modified shuffled frog-leaping optimization algorithm: applications to project management. Structure and Infrastructure Engineering, 3(1), 53-60. doi:10.1080/15732470500254535 | es_ES |
dc.description.references | Elbeltagi, E., Hegazy, T., & Grierson, D. (2005). Comparison among five evolutionary-based optimization algorithms. Advanced Engineering Informatics, 19(1), 43-53. doi:10.1016/j.aei.2005.01.004 | es_ES |
dc.description.references | Wang, Q., Guidolin, M., Savic, D., & Kapelan, Z. (2015). Two-Objective Design of Benchmark Problems of a Water Distribution System via MOEAs: Towards the Best-Known Approximation of the True Pareto Front. Journal of Water Resources Planning and Management, 141(3), 04014060. doi:10.1061/(asce)wr.1943-5452.0000460 | es_ES |
dc.description.references | Eiben, A. E., Hinterding, R., & Michalewicz, Z. (1999). Parameter control in evolutionary algorithms. IEEE Transactions on Evolutionary Computation, 3(2), 124-141. doi:10.1109/4235.771166 | es_ES |
dc.description.references | Geem, Z. W., & Cho, Y.-H. (2011). Optimal Design of Water Distribution Networks Using Parameter-Setting-Free Harmony Search for Two Major Parameters. Journal of Water Resources Planning and Management, 137(4), 377-380. doi:10.1061/(asce)wr.1943-5452.0000130 | es_ES |
dc.description.references | McClymont, K., Keedwell, E., & Savic, D. (2015). An analysis of the interface between evolutionary algorithm operators and problem features for water resources problems. A case study in water distribution network design. Environmental Modelling & Software, 69, 414-424. doi:10.1016/j.envsoft.2014.12.023 | es_ES |
dc.description.references | Morgan, D. R., & Goulter, I. C. (1985). Optimal urban water distribution design. Water Resources Research, 21(5), 642-652. doi:10.1029/wr021i005p00642 | es_ES |
dc.description.references | Savic, D. A., & Walters, G. A. (1997). Genetic Algorithms for Least-Cost Design of Water Distribution Networks. Journal of Water Resources Planning and Management, 123(2), 67-77. doi:10.1061/(asce)0733-9496(1997)123:2(67) | es_ES |