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Results 61-68 of 68 (Search time: 0.006 seconds).
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PreviewIssue DateTitleAuthor(s)
2011A method for assessing the performance of genetic algorithm optimization for water distribution designZheng, F.; Simpson, A.; Zecchin, A.; Water Distribution Systems Analysis Conference (12th : 2010 : Tucson, AZ)
2009Numerically efficient transient-state model for a pipeline based on the Fourier-Crump inverse Laplace transformZecchin, A.; Lambert, M.; Simpson, A.; Arbon, N.; International Association of Hydraulic Engineering & Research Biennial Congress (33rd : 2009 : Vancouver, British Columbia)
2007Case study based convergence behaviour analysis of ACO applied to optimal design of water distribution systemsZecchin, A.; Maier, H.; Simpson, A.
2014Noncrossover dither creeping mutation-based genetic algorithm for pipe network optimizationZheng, F.; Zecchin, A.; Simpson, A.; Lambert, M.
2011Sufficient conditions for the passivity of numerical unsteady friction operators for transient pipe flowZecchin, A.; Lee, P.; IAHR World Congress (34th : 2011 : Brisbane, Australia)
2014Parameter identification in pipeline networks: transient-based expectation-maximization approach for systems containing unknown boundary conditionsZecchin, A.; Lambert, M.; Simpson, A.; White, L.
2006Laplace-domain comparison of linear models of a reservoir-pipe-valve system with a leakZecchin, A.; Lambert, M.; Simpson, A.; White, L.; International Symposium on Water Distribution Systems Analysis (8th : 2006 : Cincinnatti, OH)
2014Condition assessment in hydraulically noisy pipeline systems using a pressure wave splitting methodZecchin, A.; Gong, J.; Simpson, A.; Lambert, M.; 16th Water Distribution System Analysis Conference, WDSA 2014 (14 Jul 2014 - 17 Jul 2014 : Bari, Italy)