Effect of Breakage Level One in Design of Water Distribution Networks

Water Resources Management

Volumn 25, Issue 1, 2011, Pages 311-337

  Soltanjalili, Mohammadjafar ^a   Bozorg Haddad, Omid ^a   Mariño, Migual A ^b,c,d  

^a UNIVERSITY OF TEHRAN   (Iran)

^b UNIVERSITY OF CALIFORNIA   (United States)

^c University of California   (United States)

^d Univ of California   (United States)

Author keywords

Breakage level one; Design; Honey bee mating optimization (HBMO) algorithm; Performance criteria; Water distribution networks

Indexed keywords

COSTS; DESIGN; FOOD PRODUCTS; NETWORK SECURITY; RELIABILITY;

ABNORMAL CONDITIONS; HONEY-BEE MATING OPTIMIZATION; LEAST-COST DESIGN; PERFORMANCE CRITERION; SPECIFIC PRESSURE; WATER DISTRIBUTION NETWORKS; WATER PRESSURES;

WATER DISTRIBUTION SYSTEMS;

ALGORITHM; HONEYBEE; MATING BEHAVIOR; OPTIMIZATION; WATER SUPPLY;

HANOI; VIET NAM;

APIS MELLIFERA;

EID: 78650310372     PISSN: 09204741     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11269-010-9701-1     Document Type: Article

References (22)

1. Afshar A, Bozorg Haddad O, Mariño MA, Adams BJ (2007) Honey-bee mating optimization (HBMO) algorithm for optimal reservoir operation. J Franklin Inst 344(5): 452-462.
2. Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6): 885-900.
3. Bozorg Haddad O, Adams BJ, Mariño MA (2008) Optimum rehabilitation strategy of water distribution systems using the HBMO algorithm. J Water Supply Res Technol 57(5): 337-350.
4. Carrijo IB, Reis LFR (2004) Operational optimization of WDS using a genetic algorithm with multiobjective function and operating rules extracted through data mining. In: Simposio Internazionale di Ingegneria Sanitaria Ambientale, 2004, Taormina. SIDISA 2004-Proceedings, vol 1. Catania-Italia: CSISA-Centro Studi Di Ingegneria Sanitaria Ambientale Onlus, pp 01-325.
5. Cunha MC, Sousa J (1999) Water distribution network desing optimization simulated annealing approach. J Water Resour Plan Manage 125(4): 215-221.
6. Dandy GC, Simpson AR, Murphy LJ (1996) An improved genetic algorithm for pipe network optimization. J Water Resource Research 32(2): 449-458.
7. Farmani R, Walters GA, Savic D (2005) Trade-off between total cost and reliability for anytown water distribution network. J Water Resour Plan Manage 131(3): 161-171.
8. Fujiwara O, De Silva U (1990) Algorithm for reliability-based optimal design of water networks. J Environ Eng 116(3): 220-230.
9. 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.
10. Geem ZW (2005) Optimal cost design of water distribution networks using harmony search. Journal of Engineering Optimization 38(3): 259-280.
11. Ghajarnia N, Bozorg Haddad O, Mariño MA (2009) Reliability based design of water distribution network (WDN) Considering the reliability of nodal pressures. World Environmental and Water Resources Congress (ASCE). doi: 10. 1061/41036(342)579.
12. Goulter IC, Lussier BM, Morgan DR (1986) Implications of head loss path choice in the optimization of water distribution networks. Water Resour Res 22(5): 819-822.
13. 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.
14. Lippai I, Heaney JP, Laguna M (1999) Robust water system design with commercial intelligent search optimizers. J Comput Civil Engineering 13(3): 135-143.
15. Montesinos P, Garcia-Guzman A, Ayuso JL (1999) Water distribution network optimization using a modified genetic algorithm. Water Resour Res 35(11): 3467-3473.
16. Prasad TD, Park NS (2004) Multiobjective genetic algorithms for design of water distribution networks. J Water Resour Plan Manage 130(1): 73-82.
17. Quindry GE, Brill ED, Liebman JC (1981) Optimization for looped water distribution systems. J Environ Eng 107(4): 665-679.
18. Rossman LA (2000) EPANET 2 users manual. United States Environmental Protection Agency, Cincinnati. http://www. epa. gov/nrmrl/wswrd/dw/epanet. html.
19. Savic DA, Walters GA (1997) Genetic algorithms for least-cost design of water distribution networks. J Water Resour Plan Manage 123(2): 67-77.
20. Simpson AR, Dandy GC, Murphy LJ (1994) Genetic algorithms compared to other techniques for pipe optimization. J Water Resour Plan Manage 120(4): 423-443.
21. Todini E (2000) Looped water distribution networks design using a resilience index based heuristic Approach. J Urban Water 2(3): 115-122.
22. Walski (2001) The wrong paradigm-Why water distribution optimization doesn't work. J Water Resour Plan Manage 127(4): 203-205.