Abstract
This paper presents a new penalty-free multi-objective evolutionary approach (PFMOEA) for the optimization of water distribution systems (WDSs). The proposed approach utilizes pressure dependent analysis (PDA) to develop a multi-objective evolutionary search. PDA is able to simulate both normal and pressure deficient networks and provides the means to accurately and rapidly identify the feasible region of the solution space, effectively locating global or near global optimal solutions along its active constraint boundary. The significant advantage of this method over previous methods is that it eliminates the need for ad-hoc penalty functions, additional “boundary search” parameters, or special constraint handling procedures. Conceptually, the approach is downright straightforward and probably the simplest hitherto. The PFMOEA has been applied to several WDS benchmarks and its performance examined. It is demonstrated that the approach is highly robust and efficient in locating optimal solutions. Superior results in terms of the initial network construction cost and number of hydraulic simulations required were obtained. The improvements are demonstrated through comparisons with previously published solutions from the literature.
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References
Afshar MH, Marino MA (2007) A parameter-free self-adapting boundary genetic search for pipe network optimization. Comput Optim Appl 37:83–102
Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6):885–900
Brkic D (2011) Iterative methods for looped network pipeline calculation. Water Resour Manag 25(12):2951–2987. doi:10.1007/s11269-011-9784-3
Brkic D (2012) Discussion of water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng ASCE 138:822–824
Chadwick A, Morfett J, Borthwick M (2004) Hydraulics in civil and environmental engineering. Spon, UK
Cunha MC, Sousa J (1999) Water distribution network design optimization: simulated annealing approach. J Water Resour Plann Manag Div Am Soc Civ Eng 125(4):215–221
Deb K (2000) An efficient constraint handling method for genetic algorithms. Comput Meth Appl Mech Eng 186(2):311–338
Deb K, Pratap A, Agarwal S, Meyarivan T (2002) A fast and elitist multiobjective genetic algorithm: NSGA-II. IEEE Trans Evol Comput 6(2):182–197
Ekinci O, Konak H (2009) An optimization strategy for water distribution networks. Water Resour Manag 23:169–185
Eusuff MM, Lansey KE (2003) Optimization of water distribution network design using the shuffled frog leaping algorithm. J Water Resour Plann Manag ASCE 129(3):210–225
Farmani R, Wright JA, Savic DA, Walters GA (2005) Self-adaptive fitness formulation for evolutionary constrained optimization of water systems. J Comput Civ Eng ASCE 19(2):212–216
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
Geem ZW (2006) Optimal cost design of water distribution networks using harmony search. Eng Optim 38(3):259–280
Keedwell E, Khu ST (2006) A novel evolutionary metaheuristic for the multi-objective optimization of real-world water distribution networks. Eng Optim 38(3):319–333
Khu ST, Keedwell E (2005) Introducing choices (flexibility) in upgrading of water distribution network: the New York City tunnel network example. Eng Optim 37(3):291–305
Kumar SM, Narasimhan S, Bhallamudi SM (2010) Parameter estimation in water distribution networks. Water Resour Manag 24:1251–1272
Lansey KE, Mays LW (1989) Optimization model for design of water distribution systems. In: Mays LR (ed) Reliability analysis of water distribution system. ASCE, Reston, Va
Mahendra KS, Gupta R, Bhave PR (2008) Optimal design of water networks using genetic algorithm with reduction in search space. J Water Resour Plann Manag ASCE 134(2):147–160
Montesinos P, Garcia-Guzman A, Ayuso JL (1999) Water distribution network optimization using a modified genetic algorithm. Water Resour Res 35(11):3467–3473
Murphy LJ, Simpson AR, Dandy GC (1993) Pipe network optimization using an improved genetic algorithm. Res. Rep. No. R109, Dept. of Civ. and Envr. Eng., Univ. of Adelaide, Australia
Prasad TD, Park NS (2004) Multiobjective genetic algorithms for design of water distribution networks. J Hydraul Eng ASCE 130(1):73–82
Rossman LA (2002) EPANET 2 User’s Manual, Water Supply and Water Resources Division, National Risk Management Research Laboratory, Cincinnati, OH45268
Savic DA, Walters GA (1997) Genetic algorithms for least-cost design of water distribution networks. J Water Resour Plann Manag ASCE 123(2):67–77
Siew C, Tanyimboh TT (2010) Pressure-dependent EPANET extension: extended period simulation. Proceedings of the 12th Annual Water Distribution Systems Analysis Conference, September 12–15, Tucson, Arizona
Siew C, Tanyimboh TT (2011) The computational efficiency of EPANET-PDX. Proceedings of the 13th Annual Water Distribution Systems Analysis Conference, WDSA 2011, May 22–26, Palm Springs, California
Siew C, Tanyimboh TT (2012) Pressure dependent EPANET extension. Water Resour Manag 26(6):1447–1498
Spiliotis M, Tsakiris G (2011) Water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng ASCE 137(8):852–855
Spiliotis M, Tsakiris G (2012a) Closure of water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng ASCE 138:824–826
Spiliotis M, Tsakiris G (2012b) Water distribution network analysis under fuzzy demands. Civ Eng Environ Syst 29(2):107–122
Su YC, Mays LW, Duan N, Lansey KE (1987) Reliability-based optimization model for water distribution systems. J Hydraul Eng ASCE 114(12):1539–1556
Tanyimboh TT, Kalungi P (2008) Optimal long-term design, rehabilitation and upgrading of water distribution networks. Eng Optim 40(7):637–654
Tanyimboh TT, Kalungi P (2009) Multi-criteria assessment of optimal design, rehabilitation and upgrading schemes for water distribution networks. Civ Eng Environ Syst 26(2):117–140
Tanyimboh TT, Templeman AB (2010) Seamless pressure-deficient water distribution system model. J Water Manag ICE 163(8):389–396
Tanyimboh TT, Burd R, Burrows R, Tabesh M (1999) Modelling and reliability analysis of water distribution systems. Water Sci Tech IWA 39(4):249–255
Todini E, Pilati S (1988) A gradient algorithm for the analysis of pipe networks. In: Coulbeck B, Orr C-H (eds) Computer applications in water supply, Volume 1: Systems analysis and simulation. Research Studies Press, Taunton, pp 1–20
Vairavamoorthy K, Ali M (2000) Optimal design of water distribution systems using genetic algorithms. Comput Aided Civ Infrastruct Eng 15:374–382
Vairavamoorthy K, Ali M (2005) Pipe index vector: a method to improve genetic-algorithm-based pipe optimization. J Hydraul Eng ASCE 131(12):1117–1125
Wu ZY, Simpson AR (2002) A self-adaptive boundary search genetic algorithm and its application to water distribution systems. J Hydraul Res 40:191–203
Wu ZY, Walski T (2005) Self-adaptive penalty approach compared with other constraint-handling techniques for pipeline optimization. J Water Resour Plann Manage ASCE 131(3):181–192
Wu ZY, Boulos PF, Orr CH, Ro JJ (2001) Using genetic algorithm to rehabilitate distribution systems. J Am Water Works Assoc 93(11):74–85
Yates DF, Templeman AB, Boffey TB (1984) The computational complexity of the problem of determining least capital cost designs for water supply networks. Eng Optim 2:142–155
Acknowledgments
The authors are grateful to the British Government (Overseas Research Students’ Award Scheme) and the University of Strathclyde for the funding for the first author’s PhD programme. Additional funding was provided by the UK Engineering and Physical Sciences Research Council under Grant Number EP/G055564/1.
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Siew, C., Tanyimboh, T.T. Penalty-Free Feasibility Boundary Convergent Multi-Objective Evolutionary Algorithm for the Optimization of Water Distribution Systems. Water Resour Manage 26, 4485–4507 (2012). https://doi.org/10.1007/s11269-012-0158-2
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DOI: https://doi.org/10.1007/s11269-012-0158-2