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Influence of Pipe-Diameter on Water Hammer Phenomenon

Influence of Pipe-Diameter on Water Hammer Phenomenon
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出处 《Journal of Mechanics Engineering and Automation》 2015年第6期370-376,共7页 机械工程与自动化(英文版)
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参考文献12

  • 1Hager, W. 2001. "Contribution Suisse fi la Th6orie du Coup de Belier." Journal of Hydraulic Research 39: 3-10.
  • 2Murga, N., and Molina, N. 1997. "Sistema de Protecci6n de Bombas y Cafierias en Oleoductos Sometidos a Flujos Transitorios." Universidad Nacional del Sur, Bahia Blanca.
  • 3Tijsseling, A., and Anderson, A. 2007. "Johannes von Kries and the History of Water Hammer." Journal of Hydraulic Engineering 133 (1): 1-8.
  • 4Bergant, A., and Simpson, A. 2001. "Developments in Unsteady Pipe Flow Friction Modelling." Journal of Hydraulic Research 39 (3): 249-57.
  • 5Vardy, A., and Hwang, K. 1991. "A Characteristics Model of Transient Friction in Pipes." Journal ofHydraulic Research 29 (5): 669-84.
  • 6Abreu, J., Guarga, R., and lzquierdo, J. 199~. "Transitorios y Oscilaciones en Sistemas de Impulsi6n." Caps. 1; 2; 7 - Unidad Docente Mecfinica de Fluidos, Dpto. lngenieria. Hidr~iulica y Medio Ambiente, Universidad Polit6cnica de Valencia-Espafia.
  • 7Bergant, A., Tijjseling A., Vitkovsky, J., and Covas, D. 2008. "Parameters Affecting Water-Hammer Wave Attenuation, Shape and Timing." Journal of Hydraulic Research 46 (3): 373-81.
  • 8Rocha, G., Bastos, F., and Freitas, R. 2012. "Numerical Solution of Fluid-Structure Interaction in Piping Systems by Glimm's Method." Journal of Fluids and Structures 28392-415.
  • 9Streeter, V., and Wylie, E. 1988. Mec6nica de Fluidos. USA: Mc.Graw-Hill.
  • 10Brunone, B. 2000. "Velocity Profiles and Unsteady Pipe Friction in Transient Flow." Journal of Resources Planning and Management 126 (4): 236-44.

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