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Published in: Water Resources Management 15/2012

01-12-2012

Penalty-Free Feasibility Boundary Convergent Multi-Objective Evolutionary Algorithm for the Optimization of Water Distribution Systems

Authors: Calvin Siew, Tiku T. Tanyimboh

Published in: Water Resources Management | Issue 15/2012

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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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Appendix
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Literature
go back to reference Afshar MH, Marino MA (2007) A parameter-free self-adapting boundary genetic search for pipe network optimization. Comput Optim Appl 37:83–102CrossRef Afshar MH, Marino MA (2007) A parameter-free self-adapting boundary genetic search for pipe network optimization. Comput Optim Appl 37:83–102CrossRef
go back to reference Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6):885–900CrossRef Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6):885–900CrossRef
go back to reference Brkic D (2012) Discussion of water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng ASCE 138:822–824CrossRef Brkic D (2012) Discussion of water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng ASCE 138:822–824CrossRef
go back to reference Chadwick A, Morfett J, Borthwick M (2004) Hydraulics in civil and environmental engineering. Spon, UK Chadwick A, Morfett J, Borthwick M (2004) Hydraulics in civil and environmental engineering. Spon, UK
go back to reference 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):215–221CrossRef 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):215–221CrossRef
go back to reference Deb K (2000) An efficient constraint handling method for genetic algorithms. Comput Meth Appl Mech Eng 186(2):311–338CrossRef Deb K (2000) An efficient constraint handling method for genetic algorithms. Comput Meth Appl Mech Eng 186(2):311–338CrossRef
go back to reference Deb K, Pratap A, Agarwal S, Meyarivan T (2002) A fast and elitist multiobjective genetic algorithm: NSGA-II. IEEE Trans Evol Comput 6(2):182–197CrossRef Deb K, Pratap A, Agarwal S, Meyarivan T (2002) A fast and elitist multiobjective genetic algorithm: NSGA-II. IEEE Trans Evol Comput 6(2):182–197CrossRef
go back to reference Ekinci O, Konak H (2009) An optimization strategy for water distribution networks. Water Resour Manag 23:169–185CrossRef Ekinci O, Konak H (2009) An optimization strategy for water distribution networks. Water Resour Manag 23:169–185CrossRef
go back to reference 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):210–225CrossRef 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):210–225CrossRef
go back to reference 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):212–216CrossRef 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):212–216CrossRef
go back to reference Fujiwara O, Khang DB (1990) A two-phase decomposition method for optimal design of looped water distribution networks. Water Resour Res 26(4):539–549CrossRef Fujiwara O, Khang DB (1990) A two-phase decomposition method for optimal design of looped water distribution networks. Water Resour Res 26(4):539–549CrossRef
go back to reference Geem ZW (2006) Optimal cost design of water distribution networks using harmony search. Eng Optim 38(3):259–280CrossRef Geem ZW (2006) Optimal cost design of water distribution networks using harmony search. Eng Optim 38(3):259–280CrossRef
go back to reference Keedwell E, Khu ST (2006) A novel evolutionary metaheuristic for the multi-objective optimization of real-world water distribution networks. Eng Optim 38(3):319–333CrossRef Keedwell E, Khu ST (2006) A novel evolutionary metaheuristic for the multi-objective optimization of real-world water distribution networks. Eng Optim 38(3):319–333CrossRef
go back to reference 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):291–305CrossRef 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):291–305CrossRef
go back to reference Kumar SM, Narasimhan S, Bhallamudi SM (2010) Parameter estimation in water distribution networks. Water Resour Manag 24:1251–1272CrossRef Kumar SM, Narasimhan S, Bhallamudi SM (2010) Parameter estimation in water distribution networks. Water Resour Manag 24:1251–1272CrossRef
go back to reference 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 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
go back to reference 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):147–160CrossRef 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):147–160CrossRef
go back to reference Montesinos P, Garcia-Guzman A, Ayuso JL (1999) Water distribution network optimization using a modified genetic algorithm. Water Resour Res 35(11):3467–3473CrossRef Montesinos P, Garcia-Guzman A, Ayuso JL (1999) Water distribution network optimization using a modified genetic algorithm. Water Resour Res 35(11):3467–3473CrossRef
go back to reference 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 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
go back to reference Prasad TD, Park NS (2004) Multiobjective genetic algorithms for design of water distribution networks. J Hydraul Eng ASCE 130(1):73–82 Prasad TD, Park NS (2004) Multiobjective genetic algorithms for design of water distribution networks. J Hydraul Eng ASCE 130(1):73–82
go back to reference Rossman LA (2002) EPANET 2 User’s Manual, Water Supply and Water Resources Division, National Risk Management Research Laboratory, Cincinnati, OH45268 Rossman LA (2002) EPANET 2 User’s Manual, Water Supply and Water Resources Division, National Risk Management Research Laboratory, Cincinnati, OH45268
go back to reference Savic DA, Walters GA (1997) Genetic algorithms for least-cost design of water distribution networks. J Water Resour Plann Manag ASCE 123(2):67–77CrossRef Savic DA, Walters GA (1997) Genetic algorithms for least-cost design of water distribution networks. J Water Resour Plann Manag ASCE 123(2):67–77CrossRef
go back to reference 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 (2010) Pressure-dependent EPANET extension: extended period simulation. Proceedings of the 12th Annual Water Distribution Systems Analysis Conference, September 12–15, Tucson, Arizona
go back to reference 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 (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
go back to reference Siew C, Tanyimboh TT (2012) Pressure dependent EPANET extension. Water Resour Manag 26(6):1447–1498CrossRef Siew C, Tanyimboh TT (2012) Pressure dependent EPANET extension. Water Resour Manag 26(6):1447–1498CrossRef
go back to reference Spiliotis M, Tsakiris G (2011) Water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng ASCE 137(8):852–855CrossRef Spiliotis M, Tsakiris G (2011) Water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng ASCE 137(8):852–855CrossRef
go back to reference Spiliotis M, Tsakiris G (2012a) Closure of water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng ASCE 138:824–826CrossRef Spiliotis M, Tsakiris G (2012a) Closure of water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng ASCE 138:824–826CrossRef
go back to reference Spiliotis M, Tsakiris G (2012b) Water distribution network analysis under fuzzy demands. Civ Eng Environ Syst 29(2):107–122CrossRef Spiliotis M, Tsakiris G (2012b) Water distribution network analysis under fuzzy demands. Civ Eng Environ Syst 29(2):107–122CrossRef
go back to reference Su YC, Mays LW, Duan N, Lansey KE (1987) Reliability-based optimization model for water distribution systems. J Hydraul Eng ASCE 114(12):1539–1556CrossRef Su YC, Mays LW, Duan N, Lansey KE (1987) Reliability-based optimization model for water distribution systems. J Hydraul Eng ASCE 114(12):1539–1556CrossRef
go back to reference Tanyimboh TT, Kalungi P (2008) Optimal long-term design, rehabilitation and upgrading of water distribution networks. Eng Optim 40(7):637–654CrossRef Tanyimboh TT, Kalungi P (2008) Optimal long-term design, rehabilitation and upgrading of water distribution networks. Eng Optim 40(7):637–654CrossRef
go back to reference 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):117–140CrossRef 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):117–140CrossRef
go back to reference Tanyimboh TT, Templeman AB (2010) Seamless pressure-deficient water distribution system model. J Water Manag ICE 163(8):389–396CrossRef Tanyimboh TT, Templeman AB (2010) Seamless pressure-deficient water distribution system model. J Water Manag ICE 163(8):389–396CrossRef
go back to reference Tanyimboh TT, Burd R, Burrows R, Tabesh M (1999) Modelling and reliability analysis of water distribution systems. Water Sci Tech IWA 39(4):249–255CrossRef Tanyimboh TT, Burd R, Burrows R, Tabesh M (1999) Modelling and reliability analysis of water distribution systems. Water Sci Tech IWA 39(4):249–255CrossRef
go back to reference 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 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
go back to reference Vairavamoorthy K, Ali M (2000) Optimal design of water distribution systems using genetic algorithms. Comput Aided Civ Infrastruct Eng 15:374–382CrossRef Vairavamoorthy K, Ali M (2000) Optimal design of water distribution systems using genetic algorithms. Comput Aided Civ Infrastruct Eng 15:374–382CrossRef
go back to reference Vairavamoorthy K, Ali M (2005) Pipe index vector: a method to improve genetic-algorithm-based pipe optimization. J Hydraul Eng ASCE 131(12):1117–1125CrossRef Vairavamoorthy K, Ali M (2005) Pipe index vector: a method to improve genetic-algorithm-based pipe optimization. J Hydraul Eng ASCE 131(12):1117–1125CrossRef
go back to reference Wu ZY, Simpson AR (2002) A self-adaptive boundary search genetic algorithm and its application to water distribution systems. J Hydraul Res 40:191–203CrossRef Wu ZY, Simpson AR (2002) A self-adaptive boundary search genetic algorithm and its application to water distribution systems. J Hydraul Res 40:191–203CrossRef
go back to reference 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):181–192CrossRef 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):181–192CrossRef
go back to reference 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 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
go back to reference 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 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
Metadata
Title
Penalty-Free Feasibility Boundary Convergent Multi-Objective Evolutionary Algorithm for the Optimization of Water Distribution Systems
Authors
Calvin Siew
Tiku T. Tanyimboh
Publication date
01-12-2012
Publisher
Springer Netherlands
Published in
Water Resources Management / Issue 15/2012
Print ISSN: 0920-4741
Electronic ISSN: 1573-1650
DOI
https://doi.org/10.1007/s11269-012-0158-2

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