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PreviewIssue DateTitleAuthor(s)
2011Sufficient conditions for the passivity of numerical unsteady friction operators for transient pipe flowZecchin, A.; Lee, P.; IAHR World Congress (34th : 2011 : Brisbane, Australia)
2011Parametric analysis of differential evolution algorithm applied to water distribution system optimizationZheng, F.; Simpson, A.; Zecchin, A.; International Conference on Computing and Control for the Water Industry (11th : 2011 : Exeter, United Kingdom)
2011Optimal rehabilitation for large water distribution systems using genetic algorithmsZheng, F.; Simpson, A.; Zecchin, A.; International Conference on Computing and Control for the Water Industry (11th : 2011 : Exeter, United Kingdom)
2011Frequency response measurement of pipelines by using inverse-repeat binary sequencesGong, J.; Lambert, M.; Zecchin, A.; Simpson, A.; International Conference on Computing and Control for the Water Industry (11th : 2011 : Exeter, United Kingdom)
2011Performance study of differential evolution with various mutation strategies applied to water distribution system optimizationZheng, F.; Simpson, A.; Zecchin, A.; World Environmental and Water Resources Congress (2011 : Palm Springs, California, USA)
2011A combined NLP-differential evolution algorithm approach for the optimization of looped water distribution systemsZheng, F.; Simpson, A.; Zecchin, A.
2011Head- and flow-based formulations for frequency domain analysis of fluid transients in arbitrary pipe networksVitkovsky, J.; Lee, P.; Zecchin, A.; Simpson, A.; Lambert, M.
2011Dynamically expanding choice-table approach to genetic algorithm optimization of water distribution systemsZheng, F.; Simpson, A.; Zecchin, A.
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)

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