Water distribution system (WDS) design has received much attention lately from the point of view of uncertainties. Designers are generally interested in the Pareto optimal cost-robustness trade off curve. This paper aims to find a solution to the multiobjective problem in a computationally time-efficient way in comparison to previous methods from the literature. A parameter θ, which is linked to the system robustness through a derived analytic formula, is introduced. The robustness of the WDS can be approximated by one single model simulation; consequently a large amount of computational time is saved compared to using a sampling-based technique. The application of the method to the New York tunnels problem demonstrates that, although the resulting design is conservative on cost, the proposed method is very computationally efficient. This is of importance when high computational cost is the major obstacle for some real-world problems.
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Research Article|
April 29 2010
A fast approach for multiobjective design of water distribution networks under demand uncertainty
S. Sun;
1College of Engineering, Mathematics and Physical Sciences, University of Exeter, Exeter EX4 4QF, UK
Tel.: +44 (0)1392 263600; E-mail: [email protected]
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S.-T. Khu;
S.-T. Khu
2Civil Engineering, Faculty of Engineering and Physical Sciences, University of Surrey, Guildford GU2 7XH, UK
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Z. Kapelan;
Z. Kapelan
1College of Engineering, Mathematics and Physical Sciences, University of Exeter, Exeter EX4 4QF, UK
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S. Djordjević
S. Djordjević
1College of Engineering, Mathematics and Physical Sciences, University of Exeter, Exeter EX4 4QF, UK
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Journal of Hydroinformatics (2011) 13 (2): 143–152.
Article history
Received:
May 26 2009
Accepted:
December 11 2009
Citation
S. Sun, S.-T. Khu, Z. Kapelan, S. Djordjević; A fast approach for multiobjective design of water distribution networks under demand uncertainty. Journal of Hydroinformatics 1 March 2011; 13 (2): 143–152. doi: https://doi.org/10.2166/hydro.2010.033
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