1. Adelaide Research & Scholarship

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Results 1-10 of 12 (Search time: 0.003 seconds).
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PreviewIssue DateTitleAuthor(s)
2008Multi-objective genetic algorithm optimisation of water distribution systems accounting for sustainabilityWu, W.; Simpson, A.; Maier, H.; Lambert, M.; Water Down Under 2008 (2008 : Adelaide, South Australia)
2008Von Neumann stability analysis of a method of characteristics visco-elastic pipeline modelZecchin, A.; Simpson, A.; Lambert, M.; International Conference on Pressure Surges (10th : 2008 : Edinburgh)
2008A comparison of a pressure vessel and flywheel for surge mitigation in a long pipeline systemCantone, V.; Simpson, A.; Stevens, R.; Lambert, M.; International Conference on Pressure Surges (10th : 2008 : Edinburgh)
2008A new hydraulic transient calibration modelStephens, M.; Lambert, M.; Simpson, A.; National Conference on Hydraulics in Water Engineering (9th : 2008 : Darwin)
2008Field validation of transient analysis for in-line valve condition assessmentArbon, N.; Stephens, M.; Lambert, M.; Simpson, A.; Lucas, B.; Milsom, G.; Braendler, J.; International Conference on Pressure Surges (10th : 2008 : Edinburgh)
2008Closure to “Systematic Evaluation of One-Dimensional Unsteady Friction Models in Simple Pipelines”Vitkovsky, J.; Bergant, A.; Simpson, A.; Lambert, M.
2008Skalak's extended theory of water hammerTijsseling, A.; Lambert, M.; Simpson, A.; Stephens, M.; Vitkovsky, J.; Bergant, A.
2008Valve design for extracting response functions from hydraulic systems using pseudorandom binary signalsLee, P.; Vitkovsky, J.; Lambert, M.; Simpson, A.
2008Discrete blockage detection in pipelines using the frequency response diagram: Numerical studyLee, P.; Vitkovsky, J.; Lambert, M.; Simpson, A.; Liggett, J.
2008Parameters affecting water-hammer wave attenuation, shape and timing. Part 2: Case studiesBergant, A.; Tijsseling, A.; Vitkovsky, J.; Covas, D.; Simpson, A.; Lambert, M.

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