1 |
D. G. Yoo, H. M. Lee, E. H. Lee, J. H. Kim, "Constraint Handling Techniques: Application to Optimal Pipe Size Design Problem", Journal of the Korea Academia-Industrial cooperation Society, Vol.16, No.7, pp.4999-5008, July, 2015. DOI:https://dx.doi.org/10.5762/KAIS.2015.16.7.4999
DOI
|
2 |
J. H. Holland, Adaptation in natural and artificial systems, University of Michigan Press, 1975. DOI:https://dl.acm.org/doi/book/10.5555/531075
|
3 |
D. E. Goldberg, Genetic algorithms in search, optimization, and machine learning, addison-wesley, reading, ma, NN Schraudolph and J, 3.1, 1989. DOI:https://dl.acm.org/doi/book/10.5555/534133
|
4 |
B. R. Moon, An easy-learned genetic algorithm, Hanbit Media, 2008.
|
5 |
L. A. Rossman, EPANET 2: users manual, EPA, 2000.
|
6 |
M. Van Dijk, S. J. van Vuuren, J. E. Van Zyl, "Optimising water distribution systems using a weighted penalty in a genetic algorithm", Water Sa, Vol.34, No.5, pp.537-548, October 2008. DOI:https://dx.doi.org/10.4314/wsa.v34i5.180651
|
7 |
C. R. Suribabu, "Differential evolution algorithm for optimal design of water distribution networks", Journal of Hydroinformatics, Vol.12, No.1, pp.66-82, January 2010. DOI:https://dx.doi.org/10.2166/hydro.2010.014
DOI
|
8 |
M. Cisty, "Hybrid genetic algorithm and linear programming method for least-cost design of water distribution systems", Water Resources Management, Vol.24, No.1, pp.1-24, January 2010. DOI:https://dx.doi.org/10.1007/s11269-009-9434-1
DOI
|
9 |
D. J. Wood, L. S. Reddy, J. E. Funk, "Modeling pipe networks dominated by junctions", Journal of Hydraulic Engineering, Vol.119, No.8, pp.949-958, August 1993. DOI: https://dx.doi.org/10.1061/(ASCE)0733-9429(1993)119:8(949)
DOI
|
10 |
Y. C. Su, L. W. Mays, N. Duan, K. E. Lansey, "Reliability-based optimization model for water distribution systems", Journal of Hydraulic Engineering, Vol.113, No.12, pp.1539-1556, December 1987. DOI: https://doi.org/10.1061/(ASCE)0733-9429(1987)113:12(1539)
DOI
|
11 |
A. Simpson, G. Dandy, L. Murphy, "Genetic algorithms compared to other techniques for pipe optimization", Journal of Water Resources Planning and Management, Vol.120, No.4, pp.423-443, April 1994. DOI: https://doi.org/10.1061/(ASCE)0733-9496(1994)120:4(423)
DOI
|
12 |
U. Shamir, "Optimal design and operation of water distribution systems", Water Resources Research, Vol.10, No.1, pp.27-36, January 1974. DOI: https://doi.org/10.1029/WR010i001p00027
DOI
|
13 |
K. E. Lansey, L. W. Mays, "Optimization model for water distribution system design" Journal of Hydraulic Engineering, Vol.115, No.10, pp.1401-1418, Octorber 1989. DOI: https://doi.org/10.1061/(ASCE)0733-9429(1989)115:10(1401)
DOI
|
14 |
O. Fujiwara, D. B. Khang, "A two‐phase decomposition method for optimal design of looped water distribution networks", Water Resources Research, Vol.26, No.4, pp.539-549, April 1990. DOI: https://doi.org/10.1029/WR026i004p00539
DOI
|
15 |
G. Dandy, A. Simpson, L. Murphy, "An improved genetic algorithm for pipe network optimization", Water Resources Research, Vol.32, No.2, pp.449-458. February 1996. DOI:https://doi.org/10.1029/95WR02917
DOI
|
16 |
H. Maier, A. Simpson, A. Zecchin, W. Foong, K. Phang, H. Seah, C. Tan, "Ant colony optimization for design of water distribution systems", Journal of Water Resources Planning and Management, Vol.129, No.3, pp.200-206. March 2003. DOI: https://doi.org/10.1061/(ASCE)0733-9496(2003)129:3(200)
DOI
|
17 |
Z. W. Geem, J. H. Kim, G. V. Loganathan, "A new heuristic optimization algorithm: harmony search", Simulation. Vo.76, No.2, pp.60-68, February 2001. DOI:https://doi.org/10.1177/003754970107600201
DOI
|
18 |
J. H. Kim, Z. W. Geem, E. S. Kim, "Parameter estimation of the nonlinear muskingum model using harmony search", Journal of the American Water Resources Association, Vol.37, No.5, pp.1131-1138, May 2001. DOI: https://doi.org/10.1111/j.1752-1688.2001.tb03627.x
DOI
|