Self-Adaptive Differential Evolution Algorithm Applied to Water Distribution System Optimization

AbstractDifferential evolution (DE) is a relatively new technique that has recently been used to optimize the design for water distribution systems (WDSs). Several parameters need to be determined in the use of DE, including population size, N; mutation weighting factor, F; crossover rate, CR, and a...

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Published inJournal of computing in civil engineering Vol. 27; no. 2; pp. 148 - 158
Main Authors Zheng, Feifei, Zecchin, Aaron C, Simpson, Angus R
Format Journal Article
LanguageEnglish
Published Reston, VA American Society of Civil Engineers 01.03.2013
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ISSN0887-3801
1943-5487
1943-5487
DOI10.1061/(ASCE)CP.1943-5487.0000208

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Abstract AbstractDifferential evolution (DE) is a relatively new technique that has recently been used to optimize the design for water distribution systems (WDSs). Several parameters need to be determined in the use of DE, including population size, N; mutation weighting factor, F; crossover rate, CR, and a particular mutation strategy. It has been demonstrated that the search behavior of DE is especially sensitive to the F and CR values. These parameters need to be fine-tuned for different optimization problems because they are generally problem-dependent. A self-adaptive differential evolution (SADE) algorithm is proposed to optimize the design of WDSs. Three new contributions are included in the proposed SADE algorithm: (1) instead of pre-specification, the control parameters of F and CR are encoded into the chromosome of the SADE algorithm, and hence are adapted by means of evolution; (2) F and CR values of the SADE algorithm apply at the individual level rather than the generational level normally used by the traditional DE algorithm; and (3) a new convergence criterion is proposed for the SADE algorithm as the termination condition, thereby avoiding pre-specifying a fixed number of generations or computational budget to terminate the evolution. Four WDS case studies have been used to demonstrate the effectiveness of the proposed SADE algorithm. The results show that the proposed algorithm exhibits good performance in terms of solution quality and efficiency. The advantage of the proposed SADE algorithm is that it reduces the effort required to fine-tune algorithm parameter values.
AbstractList Differential evolution (DE) is a relatively new technique that has recently been used to optimize the design for water distribution systems (WDSs). Several parameters need to be determined in the use of DE, including population size, N; mutation weighting factor, F; crossover rate, CR, and a particular mutation strategy. It has been demonstrated that the search behavior of DE is especially sensitive to the F and CR values. These parameters need to be fine-tuned for different optimization problems because they are generally problem-dependent. A self-adaptive differential evolution (SADE) algorithm is proposed to optimize the design of WDSs. Three new contributions are included in the proposed SADE algorithm: (1) instead of pre-specification, the control parameters of F and CR are encoded into the chromosome of the SADE algorithm, and hence are adapted by means of evolution; (2) F and CR values of the SADE algorithm apply at the individual level rather than the generational level normally used by the traditional DE algorithm; and (3) a new convergence criterion is proposed for the SADE algorithm as the termination condition, thereby avoiding pre-specifying a fixed number of generations or computational budget to terminate the evolution. Four WDS case studies have been used to demonstrate the effectiveness of the proposed SADE algorithm. The results show that the proposed algorithm exhibits good performance in terms of solution quality and efficiency. The advantage of the proposed SADE algorithm is that it reduces the effort required to fine-tune algorithm parameter values.
AbstractDifferential evolution (DE) is a relatively new technique that has recently been used to optimize the design for water distribution systems (WDSs). Several parameters need to be determined in the use of DE, including population size, N; mutation weighting factor, F; crossover rate, CR, and a particular mutation strategy. It has been demonstrated that the search behavior of DE is especially sensitive to the F and CR values. These parameters need to be fine-tuned for different optimization problems because they are generally problem-dependent. A self-adaptive differential evolution (SADE) algorithm is proposed to optimize the design of WDSs. Three new contributions are included in the proposed SADE algorithm: (1) instead of pre-specification, the control parameters of F and CR are encoded into the chromosome of the SADE algorithm, and hence are adapted by means of evolution; (2) F and CR values of the SADE algorithm apply at the individual level rather than the generational level normally used by the traditional DE algorithm; and (3) a new convergence criterion is proposed for the SADE algorithm as the termination condition, thereby avoiding pre-specifying a fixed number of generations or computational budget to terminate the evolution. Four WDS case studies have been used to demonstrate the effectiveness of the proposed SADE algorithm. The results show that the proposed algorithm exhibits good performance in terms of solution quality and efficiency. The advantage of the proposed SADE algorithm is that it reduces the effort required to fine-tune algorithm parameter values.
Author Zecchin, Aaron C
Zheng, Feifei
Simpson, Angus R
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Cites_doi 10.1029/95WR02917
10.1061/(ASCE)0733-9496(1997)123:2(67)
10.1061/(ASCE)0733-9429(1989)115:10(1401)
10.1061/(ASCE)1076-0342(2001)7:1(32)
10.1016/j.camwa.2008.02.006
10.1080/03052150701503611
10.1080/03052150601154671
10.1061/(ASCE)WR.1943-5452.0000073
10.1029/WR013i006p00885
10.1016/j.advengsoft.2009.12.020
10.1109/4235.771166
10.1061/JEEGAV.0001192
10.1016/j.amc.2010.09.049
10.1109/TEVC.2005.844168
10.1061/(ASCE)0733-9496(2007)133:1(87)
10.1007/s00500-004-0363-x
10.1029/2005WR004383
10.1061/(ASCE)0733-9496(2010)136:2(279)
10.1061/(ASCE)0733-9496(2005)131:3(181)
10.1029/2008WR007673
10.1061/(ASCE)0733-9496(2003)129:3(210)
10.1080/00221680209499862
10.1029/89WR02879
10.1061/(ASCE)WR.1943-5452.0000033
10.1029/94WR00623
10.1080/15730620600855928
10.1109/CEC.2004.1331139
10.1061/41173(414)18
10.1109/TEVC.2006.872133
10.1016/S0045-7825(99)00389-8
10.1080/02286203.2002.11442233
10.1029/WR023i006p00977
10.2166/hydro.2010.014
10.1061/(ASCE)0733-9496(2003)129:3(200)
10.1061/(ASCE)0733-9496(1994)120:4(423)
10.1080/03052150802449227
10.1061/(ASCE)WR.1943-5452.0000056
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Issue 2
Keywords Case study
Algorithms
Water distribution systems
Evolutionary algorithm
Self adaptivity
Differential evolution
Differentiability
Water distribution
Application
Modeling
Water supply system network
Optimization
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References Geem, Z. W.; Kim, J. H.; Loganathan, G. V. 2002; 22
Perelman, L.; Ostfeld, A. 2007; 39
Simpson, A. R.; Dandy, G. C.; Murphy, L. J. 1994; 120
Wu, Z. Y.; Simpson, A. R. 2002; 40
Dandy, G. C.; Simpson, A. R.; Murphy, L. J. 1996; 32
Lin, M.-D.; Liu, Y.-H.; Liu, G.-F.; Chu, C.-W. 2007; 39
Liu, J.; Lampinen, J. 2005; 9
Alperovits, E.; Shamir, U. 1977; 13
Eiger, G.; Shamir, U.; Ben-Tal, A. 1994; 30
Reca, J.; Martínez, J. 2006; 42
Eiben, A. E.; Hinterding, R.; Michalewicz, Z. 1999; 3
Zecchin, A. C.; Maier, H. R.; Simpson, A. R.; Leonard, M.; Nixon, J. B. 2007; 133
Lansey, K. E.; Mays, L. W. 1989; 115
Weickgenannt, M.; Kapelan, Z.; Blokker, M.; Savic, D. A. 2010; 136
Suribabu, C. R.; Neelakantan, T. R. 2006; 3
Kang, D.; Lansey, K. 2010; 136
Wu, Z. Y.; Walski, T. 2005; 131
Gibbs, M. S.; Maier, H. R.; Dandy, G. C. 2010; 136
Geem, Z. W. 2009; 41
Zecchin, A. C.; Simpson, A. R.; Maier, H. R.; Nixon, J. B. 2005; 9
Eusuff, M. M.; Lansey, K. E. 2003; 129
Fujiwara, O.; Khang, D. B. 1990; 26
Bolognesi, A.; Bragalli, C.; Marchi, A.; Artina, S. 2010; 41
Cunha, M. C.; Sousa, J. 2001; 7
Vasan, A.; Simonovic, S. P. 2010; 136
Quindry, G. E.; Brill, E. D.; Liebman, J. C. 1981; 107
Suribabu, C. R. 2010; 12
Maier, H. R. 2003; 129
Deb, K. 2000; 186
Savic, D. A.; Waters, G. A. 1997; 123
Fujiwara, O.; Jenchaimahakoon, B.; Edirisinghe, N. C. P. 1987; 23
Montalvo, I.; Izquierdo, J.; Pérez, R.; Tung, M. M. 2008; 56
Tolson, B. A.; Asadzadeh, M.; Maier, H. R.; Zecchin, A. 2009; 45
Brest, J.; Greiner, S.; Boskovic, B.; Mernik, M.; Zumer, V. 2006; 10
Geem, Z. W.; Sim, K.-B. 2010; 217
Quindry G. E. (e_1_3_1_30_1) 1981; 107
e_1_3_1_22_1
e_1_3_1_44_1
e_1_3_1_23_1
e_1_3_1_45_1
e_1_3_1_24_1
e_1_3_1_47_1
e_1_3_1_25_1
Rossman L. A. (e_1_3_1_32_1) 2000
e_1_3_1_46_1
e_1_3_1_9_1
e_1_3_1_40_1
e_1_3_1_8_1
Haan C. T. (e_1_3_1_20_1) 1977
e_1_3_1_41_1
e_1_3_1_42_1
e_1_3_1_21_1
e_1_3_1_43_1
e_1_3_1_5_1
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Deb K. (e_1_3_1_10_1) 2001
e_1_3_1_7_1
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Price V. K. (e_1_3_1_29_1) 2005
e_1_3_1_34_1
e_1_3_1_35_1
e_1_3_1_36_1
e_1_3_1_14_1
e_1_3_1_13_1
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e_1_3_1_18_1
e_1_3_1_17_1
e_1_3_1_16_1
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e_1_3_1_19_1
References_xml – volume: 115
  start-page: 1401
  issn: 0733-9429
  year: 1989
  end-page: 1417
  article-title: Optimization model for water distribution system design
  publication-title: J. Hydraul. Eng.
– volume: 26
  start-page: 539
  issn: 0043-1397
  year: 1990
  article-title: A two-phase decomposition method for optimal design of looped water distribution networks
  publication-title: Water Resour. Res.
– volume: 22
  start-page: 125
  issn: 0228-6203
  year: 2002
  end-page: 133
  article-title: Harmony search optimization: Application to pipe network design
  publication-title: Int. J. Model. Simulat.
– volume: 39
  start-page: 413
  issn: 0305-215X
  year: 2007
  end-page: 428
  article-title: An adaptive heuristic cross-entropy algorithm for optimal design of water distribution systems
  publication-title: Eng. Optim.
– volume: 131
  start-page: 181
  issn: 0733-9496
  year: 2005
  end-page: 191
  article-title: Self-adaptive penalty approach compared with other constraint-handling techniques for pipeline optimization
  publication-title: J. Water Resour. Plann. Manage.
– volume: 7
  start-page: 32
  issn: 1076-0342
  year: 2001
  end-page: 38
  article-title: Hydraulic infrastructures design using simulated annealing
  publication-title: J. Infrastruct. Syst.
– volume: 32
  start-page: 449
  issn: 0043-1397
  year: 1996
  end-page: 457
  article-title: An improved genetic algorithm for pipe network optimization
  publication-title: Water Resour. Res.
– volume: 56
  start-page: 769
  issn: 0898-1221
  year: 2008
  end-page: 776
  article-title: Particle Swarm Optimization applied to the design of water supply systems
  publication-title: Comput. Math. Appl.
– volume: 186
  start-page: 311
  issn: 0045-7825
  year: 2000
  end-page: 338
  article-title: An efficient constraint handling method for genetic algorithms
  publication-title: Comput. Methods Appl. Mech. Eng.
– volume: 30
  start-page: 2637
  issn: 0043-1397
  year: 1994
  end-page: 2646
  article-title: Optimal design of water distribution networks
  publication-title: Water Resour. Res.
– volume: 136
  start-page: 288
  issn: 0733-9496
  year: 2010
  end-page: 291
  article-title: Comparison of genetic algorithm parameter setting methods for chlorine injection optimization
  publication-title: J. Water Resour. Plann. Manage.
– volume: 123
  start-page: 67
  issn: 0733-9496
  year: 1997
  end-page: 77
  article-title: Genetic algorithms for least-cost design of water distribution networks
  publication-title: J. Water Resour. Plann. Manage.
– volume: 40
  start-page: 191
  issn: 0022-1686
  year: 2002
  end-page: 203
  article-title: A self–adaptive boundary search genetic algorithm and its application to water distribution systems
  publication-title: J. Hydraul. Res.
– volume: 217
  start-page: 3881
  issn: 0096-3003
  year: 2010
  end-page: 3889
  article-title: Parameter-setting-free harmony search algorithm
  publication-title: Appl. Math. Comput.
– volume: 45
  start-page: W12416
  issn: 0043-1397
  year: 2009
  article-title: Hybrid discrete dynamically dimensioned search (HD-DDS) algorithm for water distribution system design optimization
  publication-title: Water Resour. Res.
– volume: 3
  start-page: 124
  issn: 1089-778X
  year: 1999
  end-page: 141
  article-title: Parameter control in evolutionary algorithms
  publication-title: IEEE Trans. Evol. Comput.
– volume: 10
  start-page: 646
  issn: 1089-778X
  year: 2006
  end-page: 657
  article-title: Self-adapting control parameters in differential evolution: A comparative study on numerical benchmark problems
  publication-title: IEEE Trans. Evol. Comput.
– volume: 129
  start-page: 200
  issn: 0733-9496
  year: 2003
  end-page: 209
  article-title: Ant colony optimization for the design of water distribution systems
  publication-title: J. Water Resour. Plann. Manage.
– volume: 41
  start-page: 297
  issn: 0305-215X
  year: 2009
  end-page: 311
  article-title: Particle-swarm harmony search for water network design
  publication-title: Eng. Optim.
– volume: 13
  start-page: 885
  issn: 0043-1397
  year: 1977
  end-page: 900
  article-title: Design of water distribution systems
  publication-title: Water Resour. Res.
– volume: 107
  start-page: 665
  issn: 0090-3914
  year: 1981
  end-page: 679
  article-title: Optimization of looped water distribution systems
  publication-title: J. Envir. Engrg. Div.
– volume: 136
  start-page: 629
  issn: 0733-9496
  year: 2010
  end-page: 636
  article-title: Risk-based sensor placement for contaminant detection in water distribution systems
  publication-title: J. Water Resour. Plann. Manage.
– volume: 9
  start-page: 175
  issn: 1089-778X
  year: 2005
  end-page: 191
  article-title: Parametric study for an ant algorithm applied to water distribution system optimization
  publication-title: IEEE Trans. Evol. Comput.
– volume: 39
  start-page: 857
  issn: 0305-215X
  year: 2007
  end-page: 876
  article-title: Scatter search heuristic for least-cost design of water distribution networks
  publication-title: Eng. Optim.
– volume: 12
  start-page: 66
  issn: 1464-7141
  year: 2010
  end-page: 82
  article-title: Differential evolution algorithm for optimal design of water distribution networks
  publication-title: J. Hydroinf.
– volume: 23
  start-page: 977
  issn: 0043-1397
  year: 1987
  end-page: 982
  article-title: A modified linear programming gradient method for optimal design of looped water distribution networks
  publication-title: Water Resour. Res.
– volume: 9
  start-page: 448
  issn: 1432-7643
  year: 2005
  end-page: 462
  article-title: A fuzzy adaptive differential evolution algorithm
  publication-title: Soft Comput.
– volume: 136
  start-page: 279
  issn: 0733-9496
  year: 2010
  end-page: 287
  article-title: Optimization of water distribution network design using differential evolution
  publication-title: J. Water Resour. Plann. Manage.
– volume: 41
  start-page: 792
  issn: 0141-1195
  year: 2010
  end-page: 801
  article-title: Genetic heritage evolution by stochastic transmission in the optimal design of water distribution networks
  publication-title: Adv. Eng. Software
– volume: 3
  start-page: 111
  issn: 1573-062X
  year: 2006
  end-page: 120
  article-title: Design of water distribution networks using particle swarm optimization
  publication-title: Urban Water J.
– volume: 129
  start-page: 210
  issn: 0733-9496
  year: 2003
  end-page: 225
  article-title: Optimisation of water distribution network design using shuffled frog leaping algorithm
  publication-title: J. Water Resour. Plann. Manage.
– volume: 136
  start-page: 463
  issn: 0733-9496
  year: 2010
  end-page: 473
  article-title: Real-time optimal valve operation and booster disinfection for water quality in water distribution systems
  publication-title: J. Water Resour. Plann. Manage.
– volume: 42
  start-page: W05416
  issn: 0043-1397
  year: 2006
  article-title: Genetic algorithms for the design of looped irrigation water distribution networks
  publication-title: Water Resour. Res.
– volume: 120
  start-page: 423
  issn: 0733-9496
  year: 1994
  end-page: 443
  article-title: Genetic algorithms compared to other techniques for pipe optimization
  publication-title: J. Water Resour. Plann. Manage.
– volume: 133
  start-page: 87
  issn: 0733-9496
  year: 2007
  end-page: 92
  article-title: Ant colony optimization applied to water distribution system design: Comparative study for five algorithms
  publication-title: J. Water Resour. Plann. Manage.
– ident: e_1_3_1_7_1
  doi: 10.1029/95WR02917
– ident: e_1_3_1_33_1
  doi: 10.1061/(ASCE)0733-9496(1997)123:2(67)
– ident: e_1_3_1_8_1
– ident: e_1_3_1_22_1
  doi: 10.1061/(ASCE)0733-9429(1989)115:10(1401)
– ident: e_1_3_1_6_1
  doi: 10.1061/(ASCE)1076-0342(2001)7:1(32)
– ident: e_1_3_1_26_1
  doi: 10.1016/j.camwa.2008.02.006
– volume-title: EPANET 2—User manual
  year: 2000
  ident: e_1_3_1_32_1
– ident: e_1_3_1_23_1
  doi: 10.1080/03052150701503611
– ident: e_1_3_1_28_1
  doi: 10.1080/03052150601154671
– ident: e_1_3_1_41_1
  doi: 10.1061/(ASCE)WR.1943-5452.0000073
– ident: e_1_3_1_2_1
  doi: 10.1029/WR013i006p00885
– volume-title: Statistical methods in hydrology
  year: 1977
  ident: e_1_3_1_20_1
– volume-title: Differential evolution: A practical approach to global optimization
  year: 2005
  ident: e_1_3_1_29_1
– ident: e_1_3_1_4_1
  doi: 10.1016/j.advengsoft.2009.12.020
– ident: e_1_3_1_11_1
  doi: 10.1109/4235.771166
– volume: 107
  start-page: 665
  issue: 4
  year: 1981
  ident: e_1_3_1_30_1
  article-title: Optimization of looped water distribution systems
  publication-title: J. Envir. Engrg. Div.
  doi: 10.1061/JEEGAV.0001192
– ident: e_1_3_1_18_1
  doi: 10.1016/j.amc.2010.09.049
– ident: e_1_3_1_45_1
  doi: 10.1109/TEVC.2005.844168
– ident: e_1_3_1_46_1
  doi: 10.1061/(ASCE)0733-9496(2007)133:1(87)
– ident: e_1_3_1_24_1
  doi: 10.1007/s00500-004-0363-x
– ident: e_1_3_1_31_1
  doi: 10.1029/2005WR004383
– ident: e_1_3_1_39_1
  doi: 10.1061/(ASCE)0733-9496(2010)136:2(279)
– ident: e_1_3_1_44_1
  doi: 10.1061/(ASCE)0733-9496(2005)131:3(181)
– ident: e_1_3_1_38_1
  doi: 10.1029/2008WR007673
– ident: e_1_3_1_13_1
  doi: 10.1061/(ASCE)0733-9496(2003)129:3(210)
– ident: e_1_3_1_43_1
  doi: 10.1080/00221680209499862
– ident: e_1_3_1_15_1
  doi: 10.1029/89WR02879
– ident: e_1_3_1_19_1
  doi: 10.1061/(ASCE)WR.1943-5452.0000033
– ident: e_1_3_1_12_1
  doi: 10.1029/94WR00623
– volume-title: Multi-objective optimization using evolutionary algorithm
  year: 2001
  ident: e_1_3_1_10_1
– ident: e_1_3_1_37_1
  doi: 10.1080/15730620600855928
– ident: e_1_3_1_40_1
  doi: 10.1109/CEC.2004.1331139
– ident: e_1_3_1_27_1
– ident: e_1_3_1_35_1
– ident: e_1_3_1_47_1
  doi: 10.1061/41173(414)18
– ident: e_1_3_1_5_1
  doi: 10.1109/TEVC.2006.872133
– ident: e_1_3_1_3_1
– ident: e_1_3_1_9_1
  doi: 10.1016/S0045-7825(99)00389-8
– ident: e_1_3_1_17_1
  doi: 10.1080/02286203.2002.11442233
– ident: e_1_3_1_14_1
  doi: 10.1029/WR023i006p00977
– ident: e_1_3_1_36_1
  doi: 10.2166/hydro.2010.014
– ident: e_1_3_1_25_1
  doi: 10.1061/(ASCE)0733-9496(2003)129:3(200)
– ident: e_1_3_1_34_1
  doi: 10.1061/(ASCE)0733-9496(1994)120:4(423)
– ident: e_1_3_1_42_1
– ident: e_1_3_1_16_1
  doi: 10.1080/03052150802449227
– ident: e_1_3_1_21_1
  doi: 10.1061/(ASCE)WR.1943-5452.0000056
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Snippet AbstractDifferential evolution (DE) is a relatively new technique that has recently been used to optimize the design for water distribution systems (WDSs)....
Differential evolution (DE) is a relatively new technique that has recently been used to optimize the design for water distribution systems (WDSs). Several...
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SubjectTerms Algorithms
Applied sciences
Buildings. Public works
Computation
Computation methods. Tables. Charts
Design engineering
Design optimization
Distribution. Storage
Evolutionary algorithms
Exact sciences and technology
Mutations
Parameters
Structural analysis. Stresses
Technical Papers
Water distribution
Water supply. Pipings. Water treatment
Title Self-Adaptive Differential Evolution Algorithm Applied to Water Distribution System Optimization
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