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Results 11-20 of 20 (Search time: 0.002 seconds).
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PreviewIssue DateTitleAuthor(s)
2003Frequency-domain transient pipe flow solution including unsteady frictionVitkovsky, J.; Lambert, M.; Simpson, A.; Bergant, A.; Cabrera, E.; Cabrera Jnr, E.; International Conference Pumps, Electromechanical Devices and Systems Applied to Urban Water Management (5th : 2003 : Valencia, Spain)
2006Wave front dispersion due to fluid-structure interaction in long liquid-filled pipelinesTijsseling, A.; Lambert, M.; Simpson, A.; Stephens, M.; Vitkovsky, J.; Bergant, A.; IAHR Symposium on Hydraulic Machinery and Systems (23rd : 2006 : Yokohama, Japan)
2004Efficient and accurate calculation of Zielke and Vardy-Brown unsteady friction in pipe transientsVitkovsky, J.; Stephens, M.; Bergant, A.; Lambert, M.; Simpson, A.; Murray, S.; International Conference on Pressure Surges (9th : 2004 : Chester, U.K.)
2006Systematic evaluation of one-dimensional unsteady friction models in simple pipelinesVitkovsky, J.; Bergant, A.; Simpson, A.; Lambert, M.
2001Developments in unsteady pipe flow friction modellingBergant, A.; Simpson, A.; Vitkovsky, J.
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.
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.

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