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Results 1-10 of 80 (Search time: 0.003 seconds).
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PreviewIssue DateTitleAuthor(s)
2007The effect of orifices and blockages on unsteady pipe flowsKim, Y.; Simpson, A.; Lambert, M.; World Environmental and Water Resources Congress (2007 : Tampa, Florida)
2001An experimental verification of the inverse transient technique for leak detectionVitkovsky, J.; Lambert, M.; Simpson, A.; Wang, X.; Michael Wallis; Conference on Hydraulics in Civil Engineering (6th : 2001 : Hobart, Tas.)
2008Multi-objective genetic algorithm optimisation of water distribution systems accounting for sustainabilityWu, W.; Simpson, A.; Maier, H.; Lambert, M.; Water Down Under 2008 (2008 : Adelaide, South Australia)
2000Transients for calibration of pipe roughnesses using genetic algorithmsSimpson, A.; Vitkovsky, J.; Lambert, M.; Anderson, A.; International Conference on Pressure Surges (8th : 2000 : The Hague, The Netherlands)
2002Optimal measurement site placement for inverse transient analysis using genetic algorithmsVitkovsky, J.; Simpson, A.; Lambert, M.; Parker, J.; Garman, D.; Enviro 2002 (2002 : Melbourne, Vic.)
2001Analysis of a transient in a pipeline with a leak using Laplace transformsWang, X.; Lambert, M.; Simpson, A.; Dally, B.; Australasian Fluid Mechanics Conference (14th : 2001 : Adelaide, Australia)
2001Predicting critical depth in straight compound channelsLee, P.; Lambert, M.; Simpson, A.; Michael Wallis; Conference on Hydraulics in Civil Engineering (6th : 2001 : Hobart, Tas.)
2006Failure monitoring in water distribution networksMisiunas, D.; Vitkovsky, J.; Olsson, G.; Lambert, M.; Simpson, A.
2008Valve design for extracting response functions from hydraulic systems using pseudorandom binary signalsLee, P.; Vitkovsky, J.; Lambert, M.; Simpson, A.
2009Transient Modeling of Arbitrary Pipe Networks by a Laplace-Domain Admittance MatrixZecchin, A.; Simpson, A.; Lambert, M.; White, L.; Vitkovsky, J.