NUMERICAL SIMULATION OF TRANSIENT FLOWS IN VISCOELASTIC PIPES WITH VAPOUR CAVITATION

L. Hadj-Ta¨eb∗ and E. Hadj-Ta¨eb∗ ı ı

References

  1. [1] M. G¨uney, Contribution `a l’´etude du ph´enom`ene du coupde b´elier en conduite visco´elastique, (Contribution to studywater hammer phenomenon in viscoelastic pipe). Ph. Thesispresented at Lyon University, 1977. (in French)
  2. [2] M. Gally, M. Guney, & E. Rieutord, An investigation ofpressure transients in viscoelastic pipes, ASME Journal ofFluids Engineering, 101, 1979, 495–499.
  3. [3] F.B.F. Rachid & S. Stuckenbruck, Transients in liquid andstructure in viscoelastic pipes, BHRA Proc. 6th Int. Conf. OnPressure Surges, Cambridge, 1990, 69–84.
  4. [4] B. Bahrar, E. Rieutord, & R. Morel, Influence de lavisco´elasticit´e de la paroi sur les ph´enom`enes classiques decoup de b´elier. (Influence of the wall viscoelasticity on theclassical water hammer phenomena). La Houille Blanche, 1,1998, 26–32 (in French).
  5. [5] D. Covas, I. Stoianov, H. Ramos, N. Graham, C. Maksimovic, &D. Butler, Water hammer in pressurized polyethylene pipes:Conceptual model and experimental analysis, Urban WaterJournal, 1 (2), 2004, 177–197.
  6. [6] D. Covas, I. Stoianov, J. Mano, H. Ramos, N. Graham, &C. Maksimovic, The dynamic effect of pipe-wall viscoelasticityin hydraulic transients. Part I- experimental analysis and creepcharacterization, Journal of Hydraulic Research, IAHR, 42 (5),2004, 516–530.
  7. [7] D. Covas, I. Stoianov, J. Mano, H. Ramos, N. Graham, &C. Maksimovic, The dynamic effect of pipe-wall viscoelasticityin hydraulic transients. Part II- model development, calibrationand verification, Journal of Hydraulic Research, IAHR, 43 (1),2005, 56–70.
  8. [8] L. Bergeron, Waterhammer in hydraulics and wave surges inelectricity (New York: John Wiley & Sons, 1961).
  9. [9] V.L. Streeter & E.B. Wylie, Hydraulic transients (New York:McGraw-Hill, 1967).
  10. [10] J. Siemons, The phenomenon of cavitation in a horizontalpipe-line due to a sudden pump failure, Journal of Hydraulicresearch, 5 (2), 1967, 135–152.
  11. [11] E.B. Wylie & V.L. Streeter, Fluid transients in systems (En-glewood Cliffs, NJ: Prentice Hall, 1993).
  12. [12] A. Bergant & A.R. Simpson, Pipeline column separation flowregimes, Journal of Hydraulic Engineering, ASCE, 125 (8),1999, 835–848.
  13. [13] J.-J. Shu, Modelling vaporous cavitation on fluid transients,International Journal of Pressure Vessels and Piping, 80 (3),2003, 187–195.
  14. [14] L. Hadj-Ta¨ıeb & E. Hadj-Ta¨ıeb, Numerical simulation of tran-sient vaporous cavitating flow in horizontal pipelines, Inter-national Journal of Modelling and Simulation, 27(4), 2007,347–354.
  15. [15] L. Hadj-Ta¨ıeb & E. Hadj-Ta¨ıeb, Modelling vapour cavitationin pipes with fluid-structure interaction, International Journalof Modelling and Simulation, 29(2), 2009.
  16. [16] A. Bergant, A.R. Simpson, & A.S. Tijsseling, Water hammerwith column separation: A historical review. Journal of Fluidsand Structures, 22 (2), 2006, 135–171.
  17. [17] M. Mitosek, Study of cavitation due to water hammer inplastics pipes, Plastics, Rubber and Composites Processing andApplications, 26 (7), 1997, 324–329.
  18. [18] J.J. Aklonis, W.J. MacKnight, & M. Shen, Introduction toPolymer Viscoelasticity (New York: JohnWiley & Sons, Inc.,1972).
  19. [19] S. Stuckenbruck, D.C. Wiggert, & R.S. Otwell, The influenceof pipe motion on acoustic wave propagation, Transactions ofthe ASME, 107, 1985, 518–522.
  20. [20] R. Courant & K.O. Friederichs, Supersonic flow and shockwaves (New York: Interscience publishers, 1948).
  21. [21] E. Hadj-Ta¨ıeb & T. Lili, Les ´ecoulements transitoires dans lesconduites d´eformables avec d´egazage de l’air dissous, (Transientflows in plastic pipes with dissolved air degasification). LaHouille Blanche, 5, 2001, 99–107 (in French).
  22. [22] R. Peyret & T.D. Taylor, Computational methods for fluidflow (New York, Heidelburg, Berlin: Springer-Verlag, 1982).

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