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Results 71-80 of 80 (Search time: 0.003 seconds).
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PreviewIssue DateTitleAuthor(s)
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.
2005Behavior of short lateral dead ends on pipeline transients: A lumped parameter model and an analytical solutionWang, X.; Lambert, M.; Simpson, A.
2007Assessing water mains condition using hydraulic transientsMisiunas, D.; Lambert, M.; Simpson, A.; Olsson, G.
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.
2007Field test investigations into distributed fault modeling in water distribution systems using transient testingArbon, N.; Lambert, M.; Simpson, A.; Stephens, M.; World Environmental and Water Resources Congress (2007 : Tampa, Florida)
2007The effect of orifices and blockages on unsteady pipe flowsKim, Y.; Simpson, A.; Lambert, M.; World Environmental and Water Resources Congress (2007 : Tampa, Florida)
2007Hydraulic transient analysis and leak detection on transmission pipelines: field tests, model calibration and inverse modellingStephens, M.; Simpson, A.; Lambert, M.; World Environmental and Water Resources Congress (2007 : Tampa, Florida)
2008Internal wall condition assessment for water pipelines using inverse transient analysisStephens, M.; Simpson, A.; Lambert, M.; Annual Symposium on Water Distribution Systems Analysis (10th : 2008 : Kruger National Park, South Africa)

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