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Results 51-58 of 58 (Search time: 0.002 seconds).
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PreviewIssue DateTitleAuthor(s)
2008Discrete blockage detection in pipelines using the frequency response diagram: Numerical studyLee, P.; Vitkovsky, J.; Lambert, M.; Simpson, A.; Liggett, J.
2003Optimal measurement site locations for inverse transient analysis in pipe networksVitkovsky, J.; Liggett, J.; Simpson, A.; Lambert, M.
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 2: Case studiesBergant, A.; Tijsseling, A.; Vitkovsky, J.; Covas, D.; 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.
2005Field verification of a continuous transient monitoring system for burst detection in water distribution systemsStephens, M.; Misiunas, D.; Lambert, M.; Simpson, A.; Vitkovsky, J.; Nixon, J.; Dragan, S.; International Conference on Computing and Control for the Water Industry (8th : 2005 : Exeter, U.K.)
2005Field Measurements of Unsteady Friction Effects in a Trunk Transmission PipelineStephens, M.; Simpson, A.; Lambert, M.; Vitkovsky, J.; World Water & Environmental Resources Congress (2005 : Anchorage, Alaska)
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)