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Viscoelastic model of waterhammer in single pipeline - problems and questions

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Języki publikacji
EN
Abstrakty
EN
In the paper, viscoelastic model of waterhammer in a single polymer pipeline is analysed. The theoretical background of viscoelastic behaviour of the structure is shown and the mathematical model of waterhammer in a polymer pipeline is presented. The main problems connected with applying the model are discussed. The main emphasis is on the question of parameter estimation. Important aspects of wave speed calibration are presented. Estimation of a second group of parameters - retardation time and creep compliance values - was analysed. Problems and questions connected with the number of parameters, methods of estimation, potential non-uniqueness of the solution and accuracy of obtained calculations were discussed.
Twórcy
  • Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, ul. Narutowicza 11/12, 80-952 Gdańsk, Poland, kwein@pg.gda.pl
Bibliografia
  • 1. Aklonis J. J., McKnight W. J., Shen M. (1972), Introduction to Polymer Viscoelasticity, John Wiley & Sons, Inc, New York.
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  • 3. Brunone B., Karney B. W., Micarelli M., Ferrante M. (2000), Velocity profiles and unsteady pipe friction in transient flow, J. of Water Res. Planning and Managm., Vol. 126, No. 4, 236–244.
  • 4. Chaudhry M. H. (1979), Applied Hydraulic Transients, Van Nostrand Reinhold Company, New York.
  • 5. Covas D., Stoianov I., Mano J. F., Ramos H., Graham N., Maksimovic C. (2004), The dynamic effect of pipe-wall viscoelasticity in hydraulic transients, Part I – experimental analysis and creep characterization, J. of Hydraul. Res., Vol. 42, No. 5, 516–530.
  • 6. Covas D., Stoianov I., Mano J. F., Ramos H., Graham N., Maksimovic C. (2005), The dynamic effect of pipe-wall viscoelasticity in hydraulic transients, Part II – model development, calibration and verification, J. of Hydraul. Res., Vol. 43, No. 1, 56–70.
  • 7. Ferry J. D. (1965), Viscoelastic Properties of Polymers, WN-T, Warszawa (in Polish).
  • 8. Franke G., Seyler F. (1983), Computation of unsteady pipe flow with respect to viscoelastic material properties, J. Hydraul. Res., IAHR, 21(5), 345–353.
  • 9. Ghilardi P., Paoletti A. (1986), Additional viscoelastic pipes as pressure surges suppressors, Proc. of 5th International Conference on Pressure Surges, Hannover, Germany, 22–24 September, 113–121.
  • 10. Janson L.-E. (1995), Plastic Pipes for Water Supply and Sewage Disposal, Borealis, Stockholm.
  • 11. Kodura A., Weinerowska K. (2005), The influence of the local pipe leak on the properties of the water hammer, Proc. of 2nd Congress of Env. Eng., Vol. 1, (Monografie KIS, Vol. 32), PAN, Lublin, 399–407 (in Polish).
  • 12. Kodura A., Weinerowska K. (2007), The influence of the local pipe leak on water hammer properties, Environmental Engineering. Proc. of the Second National Congress of Environmental Engineering, Lublin, Poland. Taylor & Francis, London, 239–244.
  • 13. Lisheng S., Wylie E. B. (1990), Complex wavespeed and hydraulic transients in viscoelastic pipes, Jour. of Fluid Eng., Vol. 112, No. 12, 496–500.
  • 14. Meißner E., Franke G. (1977), Influence of pipe material on the dampening of waterhammer, Proc. of the 17thCongress of int. Assoc. for Hydr. Res. IAHR, Baden-Baden, Germany.
  • 15. Mitosek M. Chorzelski M. (2003), Influence of Visco-Elasticity on Pressure Wave Velocity in Polyethylene MDPE Pipe, Archives of Hydro-Engineering and Environmental Mechanics, Vol. 50, No. 2, 127–140.
  • 16. Pezzinga G., Scandura P. (1995), Unsteady flow in instalations with polymeric additional pipe, J. of Hydr. Eng., Vol. 121. No. 11, 802–811.
  • 17. Ramos H., Covas D., Borga A., Loureiro D. (2004), Surge damping analysis in pipe systems: modelling and experiments, J. of Hydraul. Res., Vol. 42, No. 4, 413–425.
  • 18. Reiner M. (1958). Theoretical Rheology, PWN, Warszawa (in Polish),
  • 19. Rieutford E. (1982), Transients Response of Fluid Viscoelastic Lines, J. Fluid Engng., ASME 104, 335–341.
  • 20. Saechtling H. (2000), Handbook of Polymers, Wydawnictwa Naukowo-Techniczne, Warszawa (in Polish).
  • 21. Schwarzl F. R. (1970), On the interconversion between visco-elastic material functions, Pure and Applied Chemistry, Vol. 23, No. 2/3, 219–234.
  • 22. Streeter V. L., Wylie E. B. (1979), Hydraulic Transients, New York, McGraw-Hill Book Co.
  • 23. Szymkiewicz R. (2006), The Method of the Analysis of Numerical Dissipation and Dispersion in the Solution of the Equations of Hydrodynamics, Wyd. Politechniki Gdanskiej (in Polish).
  • 24. Wylie E. B., Streeter V. L. (1983), Fluid Transients, FEB Press, Ann Arbor, Michigan.
  • 25. Wylie E. B., Streeter V. L. (1993), Fluid Transients in Systems, Prentice Hall, Englewood Cliffts, NT.
  • 26. Zhao M., Ghidaoui M. S. (2003), Efficient quasi-two-dimensional model for water hammer problems, J. of Hydr. Eng., Vol. 129, No. 12, 1007–1013.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT8-0004-0026
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