2014
DOI: 10.1016/j.envsoft.2014.01.028
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An efficient decomposition and dual-stage multi-objective optimization method for water distribution systems with multiple supply sources

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Cited by 51 publications
(22 citation statements)
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“…tracking the iteration-best objective function value (e.g. , or the evolution of the Pareto-front of non-dominated solutions (Zheng and Zecchin, 2014). Measures in the objective space have typically been used to compare an algorithm's end-of-run performance (see Section 2.4 for a broad overview of these performance metrics), whereas behavioural analysis focuses on the run-time tracking of these measures.…”
Section: Current Statusmentioning
confidence: 99%
“…tracking the iteration-best objective function value (e.g. , or the evolution of the Pareto-front of non-dominated solutions (Zheng and Zecchin, 2014). Measures in the objective space have typically been used to compare an algorithm's end-of-run performance (see Section 2.4 for a broad overview of these performance metrics), whereas behavioural analysis focuses on the run-time tracking of these measures.…”
Section: Current Statusmentioning
confidence: 99%
“…NSGA-II [99] is an improved version of NSGA and has been popularly applied to WDN optimization [106], [107] with low computational complexity and ability to find a good set of diverse solutions. The minimum nodal head across the whole network and the capital cost were considered as the two objectives in [108] and the optimization was undertaken by the proposal of a computationally efficient decomposition and dual-stage multi-objective optimization (DDMO) method. In DDMO, the original network was first broken down into a number of small sub-networks by using a graph decomposition algorithm.…”
Section: E Multi-objective Optimization Approachesmentioning
confidence: 99%
“…In multi-objective problems, a Pareto-optimal, or non-dominated, solution outperforms all other solutions with respect to all objectives . Multi-objective evolutionary algorithms (MOEAs) have been shown to be effective in providing Pareto-optimal solutions for a large number of subsurface flow applications possessing several decision variables (Alzraiee et al 2013, Baú 2012, Chen et al 2007, Hansen et al 2013, Kumphon 2013, Mantoglou and Kourakos 2006, Nicklow et al 2010, Peralta et al 2014, Singh 2013, Singh 2014, Singh and Chakrabarty 2010, Tabari and Soltani 2012, Zheng, F., Zecchin 2014. In particular, ) presents a comprehensive review of state-of-the-art MOEAs highlighting key algorithm advances which may be used to identify critical tradeoffs in water resources problems.…”
Section: Introductionmentioning
confidence: 99%