TECHNICAL PAPERS
Sep 26, 2011

Estimation of Decay Coefficients for Unsteady Friction for Instantaneous, Acceleration-Based Models

Publication: Journal of Hydraulic Engineering
Volume 138, Issue 3

Abstract

This paper presents equations developed by using genetic algorithms (GA) to estimate decay coefficients for instantaneous acceleration–based (IAB) unsteady friction models in order to predict energy dissipation following sudden valve closures in simple elastic pipe systems. The GA searched for the optimum combination of IAB coefficients to reproduce pressure history at the valve location using the normalized root mean-squared error (NRMSE) as the minimization criteria. The measured results comprise nine downstream and five upstream sudden-valve-closure experiments performed in five laboratories around the globe. Three IAB unsteady models are compared: a one-coefficient model, a two-coefficient model discretizing the unsteady friction term using finite-difference approximations, and a new two-coefficient model that includes the unsteady friction term in the method of characteristics. The two-coefficient models produced a better match with the experimental data than the one-coefficient models. A new equation for the estimation of the decay coefficient of one-equation models, as well as average values for the decay coefficients for the two-coefficient models, is presented.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors thank Drs. Helena Ramos and Giuseppe Pezzinga for providing their experimental data for use in this study. The authors also thank Mohamed El Kholy for running experiments at the hydraulics laboratory in the University of South Carolina. The studies were done while the second author was on his sabbatical leave in the University of South Carolina. Partial support provided by the National Science Foundation (NSF) under Award NSFOISE-0730246, and the University of Puerto Rico at Mayagüez is acknowledged.

References

Adamkowski, A., and Lewandowski, M. (2006). “Experimental examination of unsteady friction models for transient pipe flow simulation.” J. Fluids Eng., 128(6), 1351–1363.
Bergant, A., and Simpson, A. R. (1994). “Estimating unsteady friction in transient cavitating pipe flow.” Proc., 2nd Int. Conf. on Water Pipeline Systems, BHR Group, Bedford, UK, 333–342.
Bergant, A., and Simpson, A. R. (1995). “Water hammer and column separation measurements in an experimental apparatus.” Rep. No. R128, Dept. of Civil and Environmental Engineering, Univ. of Adelaide, Adelaide, Australia.
Bergant, A., Simpson, A. R., and Vítkovský, J. (2001). “Developments in unsteady pipe flow friction modelling.” J. Hydraul. Res., 39(3), 249–257.
Bouazza, Z., and Brunelle, P. (2004). “A new friction model for transient pipe flows.” Proc. Int. Conf. on Pressure Surges, Vol. 9, BHR Group, Bedford, UK, 391–404.
Brunone, B., Ferrante, M., and Cacciamani, M. (2004). “Decay of pressure and energy dissipation in laminar transient flow.” J. Fluids Eng., 126(6), 928–934.
Brunone, B., and Golia, U. M. (1990). “Improvements in modelling of water hammer and cavitating flow in pipes. Experimental verification.” Proc., 22nd Convegno Nazionale di Idraulica e Costuzioni Idrauliche, Vol. 4, Italian Group of Hydraulics (GII), 147–160 (in Italian).
Brunone, B., Golia, U. M., and Greco, M. (1991a). “Modeling of fast transients by numerical methods.” Proc., Int. Conf. on Hydraulic Transients with Water Column Separation, International Association for Hydro-Environment Engineering and Research (IAHR) Group, Madrid, Spain, 273–280.
Brunone, B., Golia, U. M., and Greco, M. (1991b). “Some remarks of the momentum equation for fast transients.” Proc., Int. Conf. on Hydraulic Transients with Water Column Separation, International Association for Hydro-Environment Engineering and Research (IAHR) Group, Madrid, Spain, 201–209.
Brunone, B., Golia, U. M., and Greco, M. (1995). “The effects of two dimensionality on pipe transients modeling.” J. Hydraul. Eng., 121(12), 906–912.
Brunone, B., Karney, B. W., Mecarelli, M., and Ferrante, M. (2000). “Velocity profiles and unsteady pipe friction in transient flow.” J. Water Resour. Plann. Manage., 126(4), 236–244.
Bughazem, M., and Anderson, A. (1996). “Problems with simple models for damping in unsteady flow.” Proc., Int. Conf. on Pressure Surges, Vol. 7, BHR Group, Bedford, UK, 483–498.
Bughazem, M., and Anderson, A. (2000). “Investigation of an unsteady friction model for waterhammer and column separation.” Proc. 8th Int. Conf. on Pressure Surges, BHR Group, Bedford, UK, 483–498,
Carravetta, A., Golia, U. M., and Greco, M. (1992). “On the spontaneous damping of pressure oscillations in water hammer transients.” Proc., 23rd Convegno Nazionale di Idraulica e Construzioni Idrauliche, Vol. 4, Italian Group of Hydraulics (GII), 67–79 (in Italian).
Carstens, M. R., and Roller, J. E. (1959). “Boundary-shear stress in unsteady turbulent pipe flow.” J. Hydraul. Div., 95(HY2), 67–81.
Chaudhry, M. H. (1987). Applied hydraulic transients, 2nd Ed., Van Nostrand Reinhold, New York.
Coley, D. (1999). An introduction to genetic algorithms for scientists and engineers, World Scientific, Hackensack, NJ.
Covas, D., and Ramos, H. (2010). “Case studies of leak detection and location in water pipe systems by inverse transient analysis.” J. Water Resour. Plann. Manage., 136(2), 248–257.
Duan, H. F., Ghidaoui, M. S., and Tung, Y. K. (2010). “Energy analysis of viscoelasticity effect in pipe fluid transients, J. Appl. Mech., 77(4), 044503.
Ghidaoui, M., Axworthy, D., Zhao, M., and McInnis, D. (2001). “Closure to “extended thermodynamics derivation of energy dissipation in unsteady pipe flow.” J. Hydraul. Eng., 127(10), 888–890.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization and machine learning, Kluwer Academic, Boston.
Goldberg, D. E., and Wylie, E. B. (1983). “Characteristics method using timeline interpolations.” J. Hydraul. Eng., 109(5), 670–683.
Jayaram, N., and Srinivasan, K. (2008). “Performance-based optimal design and rehabilitation of water distribution networks using life cycle costing.” J. Water Resour. Plann. Manage., 44, W01417.
Kagawa, T., Lee, I., Kitagawa, A., and Takenaka, T. (1983). “High speed and accurate computing method of frequency-dependent friction in laminar pipe flow for characteristic method.” Nippon Kikai Gakkai Ronbunshu, A-hen, 49(447), 2638–2644 (in Japanese).
Kang, D. S., and Lansey, K. (2010). “Optimal meter placement for water distribution system state estimation.” J. Water Resour. Plann. Manage., 136(3), 337–347.
Liggett, J. A., and Chen, L. C. (1994). “Inverse transient analysis in pipe networks.” J. Hydraul. Eng., 120(8), 934–955.
Loureiro, D., and Ramos, H. (2003). “A modified formulation for estimating the dissipative effect of 1-D transient pipe flow.” Proc., Conf. on Pumps, Electromechanical Devices and Systems Applied to Urban Water Management, International Water Association (IWA)/International Association on Hydraulic Engineering and Research (IAHR), Madrid, Spain, 755–763.
Mitchell, M. (1996). An introduction to genetic algorithms, MIT Press, Cambridge, MA.
Modica, C., and Pezzinga, G. (1992). “Un modello quasi bidimensionale per il moto vario elastico in regime turbolento.” Proc., 23rd Convegno di Idraulica e Construzioni Idrauliche, Italian Group of Hydraulics (GII) (in Italian).
Pezzinga, G. (1999). “Quasi-2D model for unsteady flow in pipe networks.” J. Hydraul. Eng., 125(7), 676–685.
Pezzinga, G. (2000). “Evaluation of unsteady flow resistances by quasi-2D or 1D models.” J. Hydraul. Eng., 126(10), 778–785.
Pezzinga, G., and Scandura, P. (1995). “Unsteady flow in installations with polymeric additional pipe.” J. Hydraul. Eng., 121(11), 802–811.
Prasad, T. D. (2010). “Design of pumped water distribution networks with storage.” J. Water Resour. Plann. Manage., 136(1), 129–132.
Ramos, H., Covas, D., Borga, A., and Lourerio, D. (2004). “Surge damping analysis in pipe systems: modeling and experiments.” J. Hydraul. Res., 42(4), 413–425.
Sattar, A. M., Chaudhry, M. H., and Kassem, A. A. (2008). “Partial blockage detection in pipelines by frequency response method.” J. Hydraul. Eng., 134(1), 76–89.
Schohl, G. A. (1993). “Improved approximate method for simulating frequency-dependant friction in transient laminar flow.” J. Fluids Eng., 115(3), 420–424.
Silva-Araya, and Chaudhry (1997). “Computation of energy dissipation in transient flow.” J. Hydraul. Eng., 123(2), 108–115.
Simpson, A. R., Dandy, G. C., and Murphy, L. J. (1994). “Genetic algorithms compared to other techniques for pipe optimization.” J. Water Resour. Plann. Manage., 120(4), 423–443.
Storli, P. T., and Nielsen, T. K. (2011a). “Transient friction in pressurized pipes. I: Investigation of Zielke’s model.” J. Hydraul. Eng., 137(5), 577–584.
Storli, P.-T., and Nielsen, T. K. (2011b). “Transient friction in pressurized pipes. II: Two-coefficient instantaneous acceleration based model.” J. Hydraul. Eng., 137(6), 679–695.
Storli, P. T., and Nielsen, T. K. (2011c). “Transient friction in pressurized pipes. III: Two-coefficient instantaneous acceleration based model.” J. Hydraul. Eng., 137(9), posted ahead of print 8 Feb. 2011, .
Suzuki, K., Taketomi, T., and Sato, S. (1991). “Improving Zielke’s method of simulating frequency-dependent friction in laminar liquid pipe flow.” J. Fluids Eng., 113(4), 569–573.
Tan, J. K., and Nathan, G. K. (1987). “Application of the centre implicit method for investigation of pressure transient in pipelines.” Int. J. Numer. Methods Fluids, 7(4), 395–406.
Trikha, A. K. (1975). “An efficient method for simulating frequency dependent friction in transient liquid flow.” J. Fluids Eng., 97(1), 97–105.
Vardy, A. B., and Hwang, K. (1991). “A characteristics model of transient friction.” J. Hydraul. Res., 29(5), 669–684.
Vardy, A. E., and Brown, J. M. B. (1995). “Transient, turbulent, smooth pipe friction.” J. Hydraul. Res., 33(4), 435–456.
Vardy, A. E., and Brown, J. M. B. (2003). “Transient turbulent friction in smooth pipe flows.” J. Sound and Vib., 259(5), 1011–1036.
Vardy, A. E., and Brown, J. M. B. (2004). “Transient turbulent friction in fully rough pipe flows.” J. Sound and Vib., 270(1–2), 233–257.
Vítkovský, J. P., Bergant, A., Simpson, A. R., and Lambert, M. F. (2006a). “Systematic evaluation of one-dimensional unsteady friction models in simple pipelines.” J. Hydraul. Eng., 132(7), 696–708.
Vítkovský, J. P., Lambert, M. F., Simpson, A. R., and Bergant, A. (2000). “Advances in unsteady friction modeling in transient pipe flow.” Proc., 8th Int. Conf. on Pressure Surges, BHR Group, Bedford, UK, 471–482.
Vítkovský, J. P., Liggett, J. A., Simpson, A. R., and Lambert, M. F. (2003). “Optimal measurement site locations for inverse transient analysis in pipe networks.” J. Water Resour. Plann. Manage., 129(6), 480–492.
Vítkovský, J. P., Simpson, A. R., and Lambert, M. F. (2000). “Leak detection and calibration using transients and genetic algorithms.” J. Water Resour. Plann. Manage., 126(4), 262–265.
Vítkovský, J. P., Stephens, M., Bergant, A., Simpson, A., and Lambert, M. F. (2006b). “Numerical error in weighing function—based unsteady friction models for pipe transients.” J. Hydraul. Eng., 132(7), 709–721.
Wylie, E. G. (1997). “Frictional effects in unsteady turbulent pipe flow.” Appl. Mech. Rev., 50(11), S241.
Zhao, M., and Ghidaoui, M. S. (2004). “Review and analysis of 1D and 2D energy dissipation models for transient flows.” Proc., Int. Conf. on Pressure Surges, BHR Group, Bedford, UK, 477–492.
Zielke, W. (1968). “Frequency-dependent friction in transient pipe flow.” J. Basic Eng., 90(1), 109–115.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 138Issue 3March 2012
Pages: 260 - 271

History

Received: Dec 20, 2010
Accepted: Sep 22, 2011
Published online: Sep 26, 2011
Published in print: Mar 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

H. Prashanth Reddy, M.ASCE [email protected]
Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208. E-mail: [email protected]
Walter F. Silva-Araya, M.ASCE [email protected]
Visiting Professor at the Univ. of South Carolina; and Professor, Dept. of General Engineering, Univ. of Puerto Rico at Mayagüez, Mayagüez 00680, Puerto Rico. E-mail: [email protected]
M. Hanif Chaudhry, F.ASCE [email protected]
Mr. and Mrs. Irwin B. Kahn Professor, Associate Dean (International Programs and Continuing Education), College of Engineering and Computing, Univ. of South Carolina, SC 29208 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share