Skip to main content
Log in

Transient hydrodynamics of in-line valves in viscoelastic pressurized pipes: long-period analysis

  • Research Article
  • Published:
Experiments in Fluids Aims and scope Submit manuscript

Abstract

The literature contains few reports devoted to the analysis of the effects of a partially closed in-line valve on the characteristics of transients in viscoelastic pressurized pipes. In this paper a contribution to the analysis of the long-period behavior of pressure is offered from both the experimental and numerical modeling point of view. In the first part, laboratory tests and the related results—noticeably extensive with respect to the existing literature—are examined. More precisely, the dependance of the damping of the dimensionless pressure maximum values on the initial conditions and in-line valve local head loss coefficient is shown. In the second part, a 1-D numerical model is developed by determining its parameters within a physically based procedure. Model parameters are obtained by considering transients in a constant-diameter pipe (single pipe) and then exported to the case of pipes with a partially closed in-line valve (in-line valve pipe). Moreover, particular attention is devoted to the modalities of specifying boundary conditions. In particular, the quasi-steady-state approach is followed for determining the transient local head loss due to the partially closed in-line valve and the actual supply conditions and characteristics of the maneuver are taken into account. Finally, the effect of unsteady friction and viscoelasticity is examined in both single and in-line valve pipes.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16

Similar content being viewed by others

References

  • Aklonis J, MacKnight W (1983) Introduction to polymer visco-elasticity. Wiley, New York

    Google Scholar 

  • Bergant A, Simpson A, Vitkovsky J (2001) Developments in unsteady pipe flow friction modelling. J. Hydraul Res IAHR 39(3):249–257

    Article  Google Scholar 

  • Brunone B, Berni A (2010) Wall shear stress in transient turbulent pipe flow by local velocity measurement. J Hydraul Eng ASCE 136(10):716–726

    Article  Google Scholar 

  • Brunone B, Morelli L (1999) Automatic control valve induced transients in an operative pipe system. J Hydraul Eng ASCE 125(5):534–542

    Article  Google Scholar 

  • Brunone B, Golia U, Greco M (1995) Effects of two-dimensionality of pipes transients modeling. J Hydraul Eng ASCE 121(12):906–912

    Article  Google Scholar 

  • Brunone B, Ferrante M, Cacciamani M (2004) Decay of pressure and energy dissipation in laminar transient flow. J Fluids Eng ASME 126(6):928–934

    Article  Google Scholar 

  • Brunone B, Cacciamani M, Meniconi S (2011) Discussion of unsteady friction and viscoelasticity in pipe fluid transients by Duan HF, Ghidaoui MS, Lee PJ and Tung YK. J Hydraul Res IAHR 49(3):402–403

    Google Scholar 

  • Contractor D (1965) The reflection of waterhammer pressure waves from minor losses. J Basic Eng ASME 445–451

    Google Scholar 

  • Covas D, Stoianov I, Mano J, 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 Hydraul Res IAHR 42(5):516–530

    Article  Google Scholar 

  • Covas D, Stoianov I, Mano J, 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 Hydraul Res IAHR 43(1):56–70

    Article  Google Scholar 

  • Daubechies I (1992) Ten lectures on wavelets. Society for Industrial and Applied Mathematics, Philadelphia

    Book  MATH  Google Scholar 

  • Duan HF, Ghidaoui M, Lee PJ, Tung YK (2010) Unsteady friction and visco-elasticity in pipe fluid transients. J Hydraul Res IAHR 48(3):354–362

    Article  Google Scholar 

  • Ferrante M, Brunone B, Meniconi S (2009) Leak detection in branched pipe systems coupling wavelet analysis and a lagrangian model. J Water Supply Res Technol AQUA, IWA 58(2):95–106

    Article  Google Scholar 

  • Ferrante M, Massari C, Brunone B, Meniconi S (2011) Experimental evidence of hysteresis in the head-discharge relationship for a leak in a polyethylene pipe. J Hydraul Eng ASCE 137(7):775–781

    Article  Google Scholar 

  • Franke P, Seyler F (1983) Computation of unsteady pipe flow with respect to visco-elastic material properties. J Hydraul Res IAHR 21(5):345–353

    Article  Google Scholar 

  • Ghidaoui M, Mansour G, Zhao M (2002) Applicability of quasi-steady and axisymmetrics turbulence models in water-hammer models. J Hydraul Eng ASCE 128(10):917–924

    Article  Google Scholar 

  • Ghidaoui M, Zhao M, McInnis D, Axworthy D (2005) A review of water hammer theory and practice. Appl Mech Rev 58:49–76

    Article  Google Scholar 

  • Ghilardi P, Paoletti A (1986) Additional visco-elastic pipes as pressure surges suppressors. In: Proceedings of 5th international conference on pressure surges, Cranfield, UK, pp 113–121

  • Ghilardi P, Paoletti A (1987) Parametri relativi al moto vario in condotti viscoelastici (in Italian). L’Energia Elettrica 64:273–282

    Google Scholar 

  • Greco M, Brunone B, Golia U (1984) Water-hammer in long aqueducts: mathematical models and laboratory data. In: Proceedings of international conference on hydrosoft ’84, Elsevier, pp 17–29

  • Guney M (1983) Water-hammer in visco-elastic pipes where cross-section parameters are time-dependent. In: Proceedings of 4th international conference on pressure surges, Cranfield, UK, pp 189–204

  • Mallat S, Hwang W (1992) Singularity detection and processing with wavelets. IEEE Trans Inf Theory 38:617–643

    Article  MathSciNet  MATH  Google Scholar 

  • Mallat S, Zhong S (1992) Characterization of signals from multiscale edges. IEEE Trans Pattern Anal Mach Intell 14(7):710–732

    Article  Google Scholar 

  • Meniconi S, Brunone B, Ferrante M (2011) In-line pipe device checking by short period analysis of transient tests. J Hydraul Eng ASCE 137(7):713–722

    Article  Google Scholar 

  • Mohapatra P, Chaudhry M, Kassem A, Moloo J (2006) Detection of partial blockage in single pipelines. J Hydraul Eng ASCE 132(2):200–206

    Article  Google Scholar 

  • Mohapatra PK, Chaudhry MH, Kassem A, Moloo J (2006) Detection of partial blockages in a branched piping system by the frequency response method. J Fluids Eng ASME 128(5):1106–1114

    Article  Google Scholar 

  • Montuori C (1966) Colpo d’ariete in presenza di resistenze in condotte di notevole spessore (in Italian). L’Energia Elettrica XLIII(6):1–18

    Google Scholar 

  • Parmakian J (1963) Waterhammer analysis. Dover, New York

    Google Scholar 

  • Pezzinga G (2000) Evaluation of unsteady flow resistances by quasi-2D or 1D models. J Hydraul Eng ASCE 126(10):778–785

    Article  Google Scholar 

  • Ramos H, Covas D, Borga A (2004) Surge damping analysis in pipe systems: modelling and experiments. J Hydraul Res IAHR 42:413–425

    Google Scholar 

  • Sattar AM, Chaudhry MH, Kassem AA (2008) Partial blockage detection in pipelines by frequency response method. J Hydraul Eng ASCE 134(1):76–89

    Article  Google Scholar 

  • Soares AK, Covas DIC, Reis LFR (2008) Analysis of PVC pipe-wall viscoelasticity during water hammer. J Hydraul Eng ASCE 134(9):1389–1395

    Article  Google Scholar 

  • Vardy A, Brown J (1995) Transient turbulent smooth pipe friction. J Hydraul Res IAHR 33:435–456

    Article  Google Scholar 

  • Wang XJ, Lambert M, Simpson A (2005) Detection and location of a partial blockage in a pipeline using damping of fluid transients. J Water Resour Planning Manag ASCE 131(3):244–249

    Article  Google Scholar 

  • Wylie E, Streeter V (1993) Fluid transients in systems. Prentice-Hall, Englewood Cliffs

    Google Scholar 

Download references

Acknowledgments

This research was supported by Fondazione Cassa Risparmio Perugia under the Project “Leaks and blockages detection techniques for reducing energy and natural resources wastage”. The support of A. Cirimbilli in the laboratory activity is greatly appreciated. M. Gioffre’ and R. Neri are also thanked for their valuable help in the measurement of pipe displacements and numerical model tuning, respectively.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Silvia Meniconi.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Meniconi, S., Brunone, B., Ferrante, M. et al. Transient hydrodynamics of in-line valves in viscoelastic pressurized pipes: long-period analysis. Exp Fluids 53, 265–275 (2012). https://doi.org/10.1007/s00348-012-1287-3

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00348-012-1287-3

Keywords

Navigation