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Results 151-160 of 162 (Search time: 0.006 seconds).
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PreviewIssue DateTitleAuthor(s)
2009A Framework for Alternative Formulations of the Pipe Network EquationsSimpson, A.; Elhay, S.; World Environmental and Water Resources Congress (2009 : Kansas City, Missouri)
2006Systematic evaluation of one-dimensional unsteady friction models in simple pipelinesVitkovsky, J.; Bergant, A.; Simpson, A.; Lambert, M.
2012Inverse laplace transform for transient-state fluid line network simulationZecchin, A.; Lambert, M.; Simpson, A.
2003Frequency-domain transient pipe flow solution including unsteady frictionVitkovsky, J.; Lambert, M.; Simpson, A.; Bergant, A.; Cabrera, E.; Cabrera Jnr, E.; International Conference Pumps, Electromechanical Devices and Systems Applied to Urban Water Management (5th : 2003 : Valencia, Spain)
2005Hydraulic transients for diagnosis of inline valves in water transmission pipelinesMisiunas, D.; Simpson, A.; Lambert, M.; Olsson, G.; Dragan, S.; International Conference on Computing and Control for the Water Industry (8th : 2005 : Exeter, U.K.)
2001Leak detection in pipelines and pipe networks: A reviewWang, X.; Lambert, M.; Simpson, A.; Vitkovsky, J.; Michael Wallis; Conference on Hydraulics in Civil Engineering (6th : 2001 : Hobart, Tas.)
2008Parameters affecting water-hammer wave attenuation, shape and timing. Part 1: Mathematical toolsBergant, A.; Tijsseling, A.; Vitkovsky, J.; Covas, D.; Simpson, A.; Lambert, M.
2005Ant colony optimization for power plant maintenance scheduling optimization: a simplified Hydro Tasmania systemFoong, W.; Maier, H.; Simpson, A.; Multidisciplinary International Conference on Scheduling : Theory and Applications (2nd : 2005 : New York, U.S.A.)
2011Calibrating the water-hammer response of a field pipe network by using a mechanical damping modelStephens, M.; Lambert, M.; Simpson, A.; Vitkovsky, J.
2008Skalak's extended theory of water hammerTijsseling, A.; Lambert, M.; Simpson, A.; Stephens, M.; Vitkovsky, J.; Bergant, A.

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