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Results 11-20 of 64 (Search time: 0.003 seconds).
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PreviewIssue DateTitleAuthor(s)
2006Failure monitoring in water distribution networksMisiunas, D.; Vitkovsky, J.; Olsson, G.; Lambert, M.; Simpson, A.
2004Field tests for leakage, air pocket, and discrete blockage detection using inverse transient analysis in water distribution pipesStephens, M.; Lambert, M.; Simpson, A.; Vitkovsky, J.; Nixon, J.; World Water and Environmental Resources Congress (2004 : Salt Lake City, Utah)
2005Frequency domain analysis for detecting pipeline leaksLee, P.; Vitkovsky, J.; Lambert, M.; Simpson, A.; Liggett, J.
2006Numerical error in weighting function-based unsteady friction models for pipe transientsVitkovsky, J.; Stephens, M.; Bergant, A.; Simpson, A.; Lambert, M.
2008Parameters affecting water-hammer wave attenuation, shape and timing. Part 1: Mathematical toolsBergant, A.; Tijsseling, A.; Vitkovsky, J.; Covas, D.; Simpson, A.; Lambert, M.
2008Skalak's extended theory of water hammerTijsseling, A.; Lambert, M.; Simpson, A.; Stephens, M.; Vitkovsky, J.; Bergant, A.
2005Using field measured transient responses in a water distribution system to assess valve status and network topologyStephens, M.; Lambert, M.; Simpson, A.; Vitkovsky, J.; Nixon, J.; World Water & Environmental Resources Congress (2005 : Anchorage, Alaska)
2009Transient Modeling of Arbitrary Pipe Networks by a Laplace-Domain Admittance MatrixZecchin, A.; Simpson, A.; Lambert, M.; White, L.; Vitkovsky, J.
2005Water pipeline condition assessment using transient response analysisStephens, M.; Lambert, M.; Simpson, A.; Nixon, J.; Vitkovsky, J.; New Zealand Water and Wastes Association. Conference (47th : 2005 : Auckland, New Zealand)
2008Parameters affecting water-hammer wave attenuation, shape and timing. Part 2: Case studiesBergant, A.; Tijsseling, A.; Vitkovsky, J.; Covas, D.; Simpson, A.; Lambert, M.