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Results 1-10 of 235 (Search time: 0.002 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)
2016Field study on non-invasive and non-destructive condition assessment for asbestos cement pipelines by time-domain fluid transient analysisGong, J.; Lambert, M.; Zecchin, A.; Simpson, A.; Arbon, N.; Kim, Y.
2016Evaluating regional climate models for simulating sub-daily rainfall extremesCortés-Hernández, V.; Zheng, F.; Evans, J.; Lambert, M.; Sharma, A.; Westra, S.
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.)
2002The simulation of an Australian reservoir using a phytoplankton community model: PROTECHLewis, D.; Elliott, J.; Lambert, M.; Reynolds, C.
2011On the coincidence of extreme rainfall bursts with durationLeonard, M.; Ball, J.; Lambert, M.; IAHR World Congress (34th : 2011 : Brisbane, Australia)
2011A null-buoyancy thermal flow meter with potential application to the measurement of the hydraulic conductivity of soilsSkinner, A.; Wallace, A.; Lambert, M.
2000Droughts, floods and everything else in betweenFrost, A.; Jennings, S.; Thyer, M.; Lambert, M.; Kuczera, G.; Coordinator, B.; International Hydrology and Water Resources Symposium of The Institution of Engineers, Australia (3rd : 2000 : Perth, Australia)
2001A point rainfall model for risk-based designHeneker, T.; Lambert, M.; Kuczera, G.
2003Overcoming the joint probability problem associated with initial loss estimation in design flood estimationHeneker, T.; Lambert, M.; Kuczera, G.