An optimization strategy for water distribution networks

Water Resources Management

Volumn 23, Issue 1, 2009, Pages 169-185

  Ekinci, Önder ^a   Konak, Haluk ^a  

^a KOCAELI UNIVERSITY   (Turkey)

Author keywords

Algorithms; Cost; Network; Optimization; Water distribution

Indexed keywords

CURVE FITTING; DECISION MAKING; DECISION THEORY; DECISION TREES; DISTRIBUTED PARAMETER NETWORKS; DISTRIBUTION OF GOODS; ELECTRIC POWER DISTRIBUTION; GRAPHIC METHODS; HYDRAULICS; METROPOLITAN AREA NETWORKS; PIPE; WATER DISTRIBUTION SYSTEMS; WATER SUPPLY; WATER SUPPLY SYSTEMS;

FLOW CHARTS; FLOW DISTRIBUTIONS; FORTRAN SOFTWARES; HEAD LOSSES; INITIAL FLOWS; LEAST COSTS; LEAST SQUARE METHODS; NETWORK; NETWORK SOLVERS; OPTIMIZATION CALCULATIONS; OPTIMIZATION STRATEGIES; PATH CHOICES; PIPE DIAMETERS; WATER DISTRIBUTION; WATER DISTRIBUTION NETWORKS;

OPTIMIZATION;

ALGORITHM; COMPARATIVE STUDY; DESIGN; FLOW MEASUREMENT; FLOW MODELING; HYDRAULIC HEAD; NETWORK ANALYSIS; OPTIMIZATION; SOFTWARE; WATER BUDGET;

EID: 58149178938     PISSN: 09204741     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11269-008-9270-8     Document Type: Article

References (29)

1. Abebe AJ, Solomatine DP (1998) Application of global optimization to the design of pipe networks. Proc., Hydroinformatics' 98, Copenhagen Balkema Rotterdam, pp. 986-996
2. Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6):885-458
3. Cunha MC, Sousa J (1999) Water distribution network design optimization: simulated annealing approach. J Water Resour Plan Manage 125(4):215-221
4. Cunha MC, Sousa J (2001) Hydraulic infrastructures design using simulated annealing. J Infrastruct Syst 7(1):32-39
5. Dandy GC, Engelhardt MO (2006) Multi-objective trade-offs between cost and reliability in the replacement of water mains. J Water Resour Plan Manage 132(2):79-88
6. Eiger G, Shamir U, Ben-Tal A (1994) Optimal design of water distribution networks. Water Resour Res 30(9):2637-2646
7. Ekinci Ö (2003) Su daǧitim şebekeleri için bir optimizasyon modeli (An optimization model for water distribution networks). Dissertation, Institute of Natural Sciences, University of Kocaeli (in Turkish)
8. Ekinci Ö, Konak H (2005) Su daǧitim şebekeleri için minimum yük kayipli bir optimizasyon stratejisi (A minimum head loss optimization strategy for water distribution networks). Bull Chamb Survey Cadastre Eng Turkey 2005(92):44-54 (in Turkish)
9. Eusuff MM, Lansey KE (2003) Optimization of water distribution network design using the shuffled frog leaping algorithm. J Water Resour Plan Manage 129(3):210-225
10. Farmani R, Walters GA, Savic DA (2005) Trade-off between total cost and reliablity for anytown water distribution network. J Water Resour Plan Manage 131(3):161-171
11. Fujiwara O, Khang DB (1990) A two-phase decomposition method for optimal design of looped water distribution networks. Water Resour Res 26(4):539-549
12. Geem ZW, Kim JH, Loganathan GV (2002) Harmony search optimization: Application to pipe network design. Int J Model Simul 22(2)
13. Geem ZW, Tseng CL (2002) Engineering applications of harmony search. Proc., Genetic and Evolutionary Computation, New York City, pp. 69-173
14. Geem ZW, Kim TG, Kim JH (2000) Optimal layout of pipe networks using harmony search. Proc., Hydroscience and Engineering, Seul
15. Goulter IC (1992) System analysis in water-distribution network design: from theory to practice. J Water Resour Plan Manage 118(3):238-248
16. Goulter IC, Lussier BM, Morgan RD (1986) Implications of head loss path choice in the optimization of water distribution networks. Water Resour Res 22(5):819-822
17. Grafarend E, Heister H, Kelm R, Kropff H, Schaffrin L (1979) Optimierung Geodaetischer Messoperationen. Herbert Wichmann Verlag, Karlsruhe
18. Kessler A, Shamir U (1989) Analysis of the linear programming gradient method for optimal design of water supply networks. Water Resour Res 25(7):1469-1480
19. Konak H (1994) Yüzey Aǧlarin Optimizasyonu (Surface Network Optimization). Dissertation, Institute of Natural Sciences, Karadeniz Technical University (in Turkish).
20. Loganathan GV, Greene JJ, Ahn TJ (1995) Design heuristic for globally minimum cost water-distribution systems. J Water Resour Plan Manage 121(2):182-192
21. Maier HR, Simpson AR, Zecchin AC, Foong WK, Phang KY, Seah HY, Tan CL (2003) Ant colony optimization for design of water distribution systems. J Water Resour Plan Manage 129(3):200-209
22. Morgan DR, Goulter IC (1985) Optimal urban water distribution design. Water Resour Research 21(5):642-652
23. Prasad TD, Park NS (2004) Multiobjective genetic algorithms for design of water distribution networks. J Water Resour Plan Manage 130(1):73-82
24. Savic DA, Walters GA (1997) Genetic algorithms for least cost design of water distribution networks. J Water Resour Plan Manage 123(2):67-77
25. Sherali HD, Smith EP (1997) A global optimization approach to a water distribution network design problem. J Glob Optim 11:107-132
26. Sherali HD, Totlani R, Loganathan GV (1998) Enhanced lower bounds for the global optimization of water distribution networks. Water Resour Res 34(7):1831-1841
27. Todini E (2000) Looped water distribution networks design using a resilience index based heuristic approach. Urban Water 2:115-122
28. Tolson BA, Maier HR, Simpson AR (2004) Genetic algorithms for reliability-based optimization of water distribution systems. J Water Resour Plan Manage 130(1):63-72
29. Walski TM (2001) The wrong paradigm-why water distribution optimization doesn't work. Editorial. J Water Resour Plan Manage 127(4):203-205