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Results 161-169 of 169 (Search time: 0.003 seconds).
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PreviewIssue DateTitleAuthor(s)
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.
2006Benchmark tests of evolutionary algorithms: Mathematic evaluation and application to water distribution systemsJung, B.; Karney, B.; Lambert, M.
2009Damage detection of operating transmission mains with measured boundary conditionsZecchin, A.; Lambert, M.; Simpson, A.; Starrett, S.; World Environmental and Water Resources Congress (2009 : Kansas City, Missouri, USA)
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)
2009Engineering modelling and analysisWalker, D.; Leonard, M.; Metcalfe, A.; Lambert, M.

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