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Volumn 164, Issue 4, 2011, Pages 173-191

Performance of a novel hybrid algorithm in the design of water networks

Author keywords

Hydraulics and hydrodynamics; Pipes and pipelines; Water supply

Indexed keywords

ALGORITHM PERFORMANCE; CONVERGENCE RATES; DESIGN VARIABLES; FINAL OBJECTIVE; HYBRID ALGORITHMS; LOCAL SEARCH ALGORITHM; META-HEURISTIC APPROACH; MODIFIED CELLULAR AUTOMATON; NETWORK DESIGN; NODAL PRESSURES; OBJECTIVE FUNCTIONS; OPTIMAL DESIGN; OPTIMISATIONS; PIPE DIAMETER; ROUGHNESS COEFFICIENT; SEARCH METHOD; WATER DISTRIBUTION NETWORKS; WATER NETWORKS;

EID: 79952210968     PISSN: 17417589     EISSN: 17517729     Source Type: Journal    
DOI: 10.1680/wama.1000028     Document Type: Article
Times cited : (44)

References (38)
  • 1
  • 2
    • 0017634827 scopus 로고
    • Design of optimal water distribution systems
    • Alperovits E and Shamir U (1977) Design of optimal water distribution systems. Water Resources Research 13(6): 885-900.
    • (1977) Water Resources Research , vol.13 , Issue.6 , pp. 885-900
    • Alperovits, E.1    Shamir, U.2
  • 3
    • 0027010211 scopus 로고
    • A critical study of the linear programming gradient method of optimal design of water supply networks
    • Bhave PR and Sonak VV (1992) A critical study of the linear programming gradient method of optimal design of water supply networks. Water Resources Research 28(6): 1577-1584.
    • (1992) Water Resources Research , vol.28 , Issue.6 , pp. 1577-1584
    • Bhave, P.R.1    Sonak, V.V.2
  • 4
    • 33747621841 scopus 로고    scopus 로고
    • Honey-bees mating optimization (HBMO) algorithm: A new heuristic approach for water resources optimization
    • Bozorg Haddad O, Afshar A and Mariño MA (2006) Honey-bees mating optimization (HBMO) algorithm: a new heuristic approach for water resources optimization. Water Resources Management 20(5): 661-680.
    • (2006) Water Resources Management , vol.20 , Issue.5 , pp. 661-680
    • Bozorg Haddad, O.1    Afshar, A.2    Mariño, M.A.3
  • 5
    • 0344993976 scopus 로고    scopus 로고
    • Water distribution network design optimization: Simulated annealing approach
    • Cunha MC and Sousa J (1999) Water distribution network design optimization: simulated annealing approach. Journal of Water Resources Planning and Management 125(4): 215-221.
    • (1999) Journal of Water Resources Planning and Management , vol.125 , Issue.4 , pp. 215-221
    • Cunha, M.C.1    Sousa, J.2
  • 6
    • 0025386510 scopus 로고
    • Optimal reliability based design of pumping and distribution systems
    • Duan N, Mays LW and Lansey KE (1990) Optimal reliability based design of pumping and distribution systems. Journal of Hydraulic Engineering 116(2): 249-268.
    • (1990) Journal of Hydraulic Engineering , vol.116 , Issue.2 , pp. 249-268
    • Duan, N.1    Mays, L.W.2    Lansey, K.E.3
  • 7
    • 0001327822 scopus 로고
    • Optimal design of water distribution networks
    • Eiger G, Shamir U and Ben-Tal A (1994) Optimal design of water distribution networks. Water Resources Research 30(9): 2637-2646.
    • (1994) Water Resources Research , vol.30 , Issue.9 , pp. 2637-2646
    • Eiger, G.1    Shamir, U.2    Ben-Tal, A.3
  • 8
    • 0038363680 scopus 로고    scopus 로고
    • Optimization of water distribution network design using the shuffled frog leaping algorithm
    • Eusuff MM and Lansey KE (2003) Optimization of water distribution network design using the shuffled frog leaping algorithm. Journal of Water Resources Planning and Management 129(3): 210-225.
    • (2003) Journal of Water Resources Planning and Management , vol.129 , Issue.3 , pp. 210-225
    • Eusuff, M.M.1    Lansey, K.E.2
  • 9
    • 0025050302 scopus 로고
    • A two-phase decomposition method for optimal design of looped water distribution networks
    • Fujiwara O and Khang DB (1990) A two-phase decomposition method for optimal design of looped water distribution networks. Water Resources Research 26(4): 539-549.
    • (1990) Water Resources Research , vol.26 , Issue.4 , pp. 39-549
    • Fujiwara, O.1    Khang, D.B.2
  • 10
    • 84944831888 scopus 로고
    • Correction to 'A two-phase decomposition method for optimal design of looped water distribution networks'
    • Fujiwara O and Khang DB (1991) Correction to 'A two-phase decomposition method for optimal design of looped water distribution networks'. Water Resources Research 27(5): 985-986.
    • (1991) Water Resources Research , vol.27 , Issue.5 , pp. 985-986
    • Fujiwara, O.1    Khang, D.B.2
  • 11
    • 0023366444 scopus 로고
    • A modified linear programming gradient method for optimal design of looped water distribution networks
    • Fujiwara O, Jenchaimahakoon B and Edirisinghe NCP (1987) A modified linear programming gradient method for optimal design of looped water distribution networks. Water Resources Research 23(6): 977-982.
    • (1987) Water Resources Research , vol.23 , Issue.6 , pp. 977-982
    • Fujiwara, O.1    Jenchaimahakoon, B.2    Edirisinghe, N.C.P.3
  • 12
    • 33646268618 scopus 로고    scopus 로고
    • Optimal cost design of water distribution networks using harmony search
    • Geem ZW (2005) Optimal cost design of water distribution networks using harmony search. Engineering Optimization 38(3): 259-280.
    • (2005) Engineering Optimization , vol.38 , Issue.3 , pp. 259-280
    • Geem, Z.W.1
  • 13
    • 0022715818 scopus 로고
    • Implications of head loss path choice in the optimization of water distribution networks
    • Goulter IC, Lussier BM and Morgan DR (1986) Implications of head loss path choice in the optimization of water distribution networks. Water Resources Research 22(5): 819-822.
    • (1986) Water Resources Research , vol.22 , Issue.5 , pp. 819-822
    • Goulter, I.C.1    Lussier, B.M.2    Morgan, D.R.3
  • 16
    • 33645511488 scopus 로고    scopus 로고
    • A novel cellular automata approach to optimal water distribution network designs
    • Keedwell EC and Khu ST (2006) A novel cellular automata approach to optimal water distribution network designs. Journal of Computational Civil Engineering 20(1): 1-8.
    • (2006) Journal of Computational Civil Engineering , vol.20 , Issue.1 , pp. 1-8
    • Keedwell, E.C.1    Khu, S.T.2
  • 17
    • 0024800535 scopus 로고
    • Analysis of the linear programming gradient method for optimal design of water supply networks
    • Kessler A and Shamir U (1989) Analysis of the linear programming gradient method for optimal design of water supply networks. Water Resources Research 25(7): 1469-1480.
    • (1989) Water Resources Research , vol.25 , Issue.7 , pp. 1469-1480
    • Kessler, A.1    Shamir, U.2
  • 18
    • 84953024294 scopus 로고
    • Decomposition technique for optimal design of water supply networks
    • Kessler A and Shamir U (1991) Decomposition technique for optimal design of water supply networks. Engineering Optimization 170(1): 1-19.
    • (1991) Engineering Optimization , vol.170 , Issue.1 , pp. 1-19
    • Kessler, A.1    Shamir, U.2
  • 19
    • 0025507256 scopus 로고
    • Optimization model for water distribution systems design
    • Lansey KE and Mays LW (1989) Optimization model for water distribution systems design. Journal of Hydraulic Engineering 115(10): 1401-1418.
    • (1989) Journal of Hydraulic Engineering , vol.115 , Issue.10 , pp. 1401-1418
    • Lansey, K.E.1    Mays, L.W.2
  • 20
    • 0005748222 scopus 로고
    • A two-phase network design heuristic for the minimum cost water distribution systems under a reliability constraint
    • Loganathan GV, Sherali HD and Shah MP (1990) A two-phase network design heuristic for the minimum cost water distribution systems under a reliability constraint. Engineering Optimization 15(4): 311-336.
    • (1990) Engineering Optimization , vol.15 , Issue.4 , pp. 311-336
    • Loganathan, G.V.1    Sherali, H.D.2    Shah, M.P.3
  • 21
    • 0038363689 scopus 로고    scopus 로고
    • Ant colony optimization for design of water distribution systems
    • Maier HR et al. (2003) Ant colony optimization for design of water distribution systems. Journal of Water Resources Planning and Management 129(3): 200-209.
    • (2003) Journal of Water Resources Planning and Management , vol.129 , Issue.3 , pp. 200-209
    • Maier, H.R.1
  • 22
    • 73349140182 scopus 로고    scopus 로고
    • Optimal water distribution network design with honey-bee mating optimization
    • Mohan S and Babu JKS (2010) Optimal water distribution network design with honey-bee mating optimization. Journal of Water Resources Planning and Management 24(1): 117-126.
    • (2010) Journal of Water Resources Planning and Management , vol.24 , Issue.1 , pp. 117-126
    • Mohan, S.1    Babu, J.K.S.2
  • 24
    • 0013763187 scopus 로고
    • Hydraulic design algorithms for pipe networks
    • Ormsbee LB and Wood D (1986) Hydraulic design algorithms for pipe networks. Journal of Hydraulic Engineering 11(202): 1195-1207.
    • (1986) Journal of Hydraulic Engineering , vol.11 , Issue.202 , pp. 1195-1207
    • Ormsbee, L.B.1    Wood, D.2
  • 25
    • 1642538302 scopus 로고    scopus 로고
    • Multiobjective genetic algorithms for design of water distribution networks
    • Prasad TD and Park NS (2004) Multiobjective genetic algorithms for design of water distribution networks. Journal of Water Resources Planning and Management 130(1): 73-82.
    • (2004) Journal of Water Resources Planning and Management , vol.130 , Issue.1 , pp. 73-82
    • Prasad, T.D.1    Park, N.S.2
  • 27
    • 0003606110 scopus 로고
    • US Environmental Protection Agency, Cincinnati, OH, USA
    • Rossman LA (1993) Epanet User's Manual. US Environmental Protection Agency, Cincinnati, OH, USA.
    • (1993) Epanet User's Manual
    • Rossman, L.A.1
  • 29
    • 0027789875 scopus 로고
    • Global optimum tree solution for single source looped water distribution networks subjected to a single loading pattern
    • Sonak VV and Bhave PR (1993) Global optimum tree solution for single source looped water distribution networks subjected to a single loading pattern. Water Resources Research 29(7): 2437-2443.
    • (1993) Water Resources Research , vol.29 , Issue.7 , pp. 2437-2443
    • Sonak, V.V.1    Bhave, P.R.2
  • 30
    • 0023577952 scopus 로고
    • Reliability based optimization model for water distribution systems
    • Su YC, Mays LW, Duan N and Lansey KE (1987) Reliability based optimization model for water distribution systems. Journal of Hydraulic Engineering 113(12): 1539-1556.
    • (1987) Journal of Hydraulic Engineering , vol.113 , Issue.12 , pp. 1539-1556
    • Su, Y.C.1    Mays, L.W.2    Duan, N.3    Lansey, K.E.4
  • 31
    • 75149113559 scopus 로고    scopus 로고
    • Differential evolution algorithm for optimal design of water distribution networks
    • Suribabu CR (2010) Differential evolution algorithm for optimal design of water distribution networks. Journal of Hydroinformatics 12(1): 66-82.
    • (2010) Journal of Hydroinformatics , vol.12 , Issue.1 , pp. 66-82
    • Suribabu, C.R.1
  • 32
    • 33749242107 scopus 로고    scopus 로고
    • Design of water distribution networks using particle swarm optimization
    • Suribabu CR and Neelakantan TR (2006) Design of water distribution networks using particle swarm optimization. Urban Water 3(2): 111-120.
    • (2006) Urban Water , vol.3 , Issue.2 , pp. 111-120
    • Suribabu, C.R.1    Neelakantan, T.R.2
  • 35
    • 77949289342 scopus 로고    scopus 로고
    • Optimization of water distribution network design using differential evolution
    • Vasan A and Simonovic SP (2010) Optimization of water distribution network design using differential evolution. Journal of Water Resources Planning and Management 136(2): 279-287.
    • (2010) Journal of Water Resources Planning and Management , vol.136 , Issue.2 , pp. 279-287
    • Vasan, A.1    Simonovic, S.P.2
  • 37
    • 19044389757 scopus 로고    scopus 로고
    • Self-adaptive penalty approach compared with other constraint-handling techniques for pipeline optimization
    • Wu ZY and Walski T (2005) Self-adaptive penalty approach compared with other constraint-handling techniques for pipeline optimization. Journal of Water Resources Planning and Management 131(3): 181-192.
    • (2005) Journal of Water Resources Planning and Management , vol.131 , Issue.3 , pp. 181-192
    • Wu, Z.Y.1    Walski, T.2
  • 38
    • 0021408885 scopus 로고
    • The computational complexity of the problem of determining least capital cost designs for water supply networks
    • Yates DF, Templeman AB and Boffey TB (1984) The computational complexity of the problem of determining least capital cost designs for water supply networks. Engineering Optimization 7(2): 142-155.
    • (1984) Engineering Optimization , vol.7 , Issue.2 , pp. 142-155
    • Yates, D.F.1    Templeman, A.B.2    Boffey, T.B.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.