Numerical Simulation of Unsteady Friction in Transient Two-Phase Flow with Godunov Method

Abstract

Most numerical transient flow models that consider dynamic friction employ a finite differences approach or the method of characteristics. These models assume a single fluid (water only) with constant density and pressure wave velocity. But when transient flow modeling attempts to integrate the presence of air, which produces a variable density and pressure-wave velocity, the resolution scheme becomes increasingly complex. Techniques such as finite volumes are often used to improve the quality of results because of their conservative form. This paper focuses on a resolution technique for unsteady friction using the Godunov approach in a finite volume method employing single-equivalent twophase flow equations. The unsteady friction component is determined by taking into account local and convective instantaneous accelerations and the sign of both convective acceleration and velocity values. The approach is used to reproduce a set of transient flow experiments reported in the literature, and good agreement between simulated and experimental results is found.

Share and Cite:

S. Bousso and M. Fuamba, "Numerical Simulation of Unsteady Friction in Transient Two-Phase Flow with Godunov Method," Journal of Water Resource and Protection, Vol. 5 No. 11, 2013, pp. 1048-1058. doi: 10.4236/jwarp.2013.511110.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] W. Zielke, “Frequency-Dependent Friction in Transient Pipe Flow,” Journal of Basic Engineering, Vol. 90, No. 1, 1968, pp. 109-115. http://dx.doi.org/10.1115/1.2926516
[2] K. Suzuki, T. Taketomi and S. Sato, “Improving Zielke’s Method of Simulating Frequency-Dependent Friction in Laminar Liquid Pipe Flow,” Journal of Fluids Engineering, Vol. 113, No. 4, 1991, pp. 569-573.
[3] G. Schohl, “Improved Approximate Method for Simulating Frequency-Dependent Friction in Transient Laminar Flow,” Journal of Fluids Engineering; (United States), Vol. 115, No. 3, 1993.
[4] A. E. Vardy and J. M. B. Brown, “Transient Turbulent Friction in Smooth Pipe Flows,” Journal of Sound and Vibration, Vol. 259, No. 5, 2003, pp. 1011-1036.
http://dx.doi.org/10.1006/jsvi.2002.5160
[5] A. E. Vardy and J. M. B. Brown, “Transient Turbulent Friction in Fully Rough Pipe Flows,” Journal of Sound and Vibration, Vol. 270, No. 1-2, 2004, pp. 233-257.
http://dx.doi.org/10.1016/S0022-460X(03)00492-9
[6] H. P. Reddy, W. F. Silva-Araya and M. H. Chaudhry, “Estimation of Decay Coefficients for Unsteady Friction for Instantaneous, Acceleration-Based Models,” Journal of Hydraulic Engineering, Vol. 138, No. 3, 2012, pp. 260-271.
http://dx.doi.org/10.1061/(ASCE)HY.1943-7900.0000508
[7] J. Vítkovsky, M. Stephens, A. Bergant, A. Simpson and M. Lambert, “Numerical Error in Weighting Function-Based Unsteady Friction Models for Pipe Transients,” Journal of Hydraulic Engineering, Vol. 132, No. 7, 2006, pp. 709-721.
http://dx.doi.org/10.1061/(ASCE)0733-9429(2006)132:7(709)
[8] B. Brunone, B. W. Karney, M. Mecarelli and M. Ferrante, “Velocity Profiles and Unsteady Pipe Friction in Transient Flow,” Journal of Water Resources Planning and Management, Vol. 126, No. 4, 2000, pp. 236-244.
http://dx.doi.org/10.1061/(ASCE)0733-9496(2000)126:4(236)
[9] B. Brunone, U. M. Golia and M. Greco, “Effects of Two-Dimensionality on Pipe Transients Modeling,” Journal of Hydraulic Engineering, Vol. 121, No. 12, 1995, pp. 906-912.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1995)121:12(906)
[10] A. Bergant, A. R. Simpson and J. Vitkovsky, “Develop\ments in Unsteady Pipe Flow Friction Modelling,” Journal of Hydraulic Research/De Researches Hydrauliques, Vol. 39, No. 3, 2001, pp. 249-257.
[11] J. P. Vítkovsky, A. Bergant, A. R. Simpson and M. F. Lambert, “Systematic Evaluation of One-Dimensional Unsteady Friction Models in Simple Pipelines,” Journal of Hydraulic Engineering, Vol. 132, No. 7, 2006, p. 696.
http://dx.doi.org/10.1061/(ASCE)0733-9429(2006)132:7(696)
[12] G. Pezzinga, “Quasi-2D Model for Unsteady Flow in Pipe Networks,” Journal of Hydraulic Engineering, Vol. 125, No. 7, 1999, pp. 676-685.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1999)125:7(676)
[13] G. Pezzinga, “Evaluation of Unsteady Flow Resistances by Quasi-2D or 1D Models,” Journal of Hydraulic Engineering, Vol. 126, No. 10, 2000, pp. 778-785.
http://dx.doi.org/10.1061/(ASCE)0733-9429(2000)126:10(778)
[14] B. Brunone, U. M. Golia and M. Greco, “Modeling of Fast Transients by Numerical Methods,” Proceedings of International Conference on Hydraulic Transients with Water Column Separation, IAHR-Group, Madrid, 1991, pp. 273-280.
[15] M. Bughazem and A. Anderson, “Problems with Simple Models for Damping in Unsteady Flow,” Proceedings of International Conference on Pressure Surges and Fluid Transients, BHR Group, Harrogate, 1996, pp. 537-548.
[16] M. Bughazem and A. Anderson, “Investigation of an Unsteady Friction Model for Waterhammer and Column Separation,” 8th International Conference on Pressure Surges, BHR Group, The Hague, 2000, pp. 483-498.
[17] E. B. Wylie, “Frictional Effects in Unsteady Turbulent Pipe Flows,” Applied Mechanics Reviews, Vol. 50, No. 11S, 1997, pp. S241-S244.
http://dx.doi.org/10.1115/1.3101843
[18] M. H. Chaudhry, “Open-Channel Flow,” 2nd Edition, Springer, 2008, p. 523.
[19] E. F. Toro, “Shock Capturing Methods for Free Surface Shallow Flows,” John Wiley and Sons, 2001, p. 326.
[20] V. Guinot, “Godunov-Type Schemes: An Introduction for Engineers,” Elsevier, Amsterdam, 2003.
[21] A. S. León, M. S. Ghidaoui, A. R. Schmidt and M. H. Garcia, “A Robust Two-Equation Model for Transient-Mixed Flows,” Journal of Hydraulic Research, Vol. 48, No. 1, 2010, pp. 44-56.
http://dx.doi.org/10.1080/00221680903565911
[22] J. G. Vasconcelos and S. J. Wright, “Comparison between the Two-Component Pressure Approach and Current Transient Flow Solvers,” Journal of Hydraulic Research, Vol. 45, No. 2, 2007, pp. 178-187.
http://dx.doi.org/10.1080/00221686.2007.9521758
[23] B. F. Sanders and S. F. Bradford, “Network Implementation of the Two-Component Pressure Approach for Transient Flow in Storm Sewers,” Journal of Hydraulic Engineering, Vol. 137, No. 2, 2011, p. 15.
[24] A. Adamkowski and M. Lewandowski, “Experimental Examination of Unsteady Friction Models for Transient Pipe Flow Simulation,” Journal of Fluids Engineering, Vol. 128, No. 6, 2006, pp. 1351-1363.
http://dx.doi.org/10.1115/1.2354521
[25] A. Bergant, A. R. Simpson, U. O. A. D. O. Civil and E. Engineering, “Water Hammer and Column Separation Measurements in an Experimental Apparatus,” Department of Civil and Environmental Engineering, University of Adelaide, 1995.
[26] V. Guinot, “Numerical Simulation of Two-Phase Flow in Pipes Using Godunov Method,” International Journal for Numerical Methods in Engineering, Vol. 50, No. 5, 2001, pp. 1169-1189.
http://dx.doi.org/10.1002/1097-0207(20010220)50:5<1169::AID-NME71>3.0.CO;2-#
[27] B. E. Wylie and V. L. Streeter, “Fluid Transients in Systems. Prentice Hall, Englewood Cliffs, NJ 07632, USA,” 1993.
[28] D. H. Axworthy, M. S. Ghidaoui and D. A. McInnis, “Extended Thermodynamics Derivation of Energy Dissipation in Unsteady Pipe Flow,” Journal of Hydraulic Engineering, Vol. 126, No. 4, 2000, pp. 276-287.
http://dx.doi.org/10.1061/(ASCE)0733-9429(2000)126:4(276)
[29] G. Pezzinga and P. Scandura, “Unsteady Flow in Installations with Polymeric Additional Pipe,” Journal of Hydraulic Engineering, Vol. 121, No. 11, 1995, pp. 802-811.
http://dx.doi.org/10.1061/(ASCE)0733-9429(1995)121:11(802)

Copyright © 2023 by authors and Scientific Research Publishing Inc.

Creative Commons License

This work and the related PDF file are licensed under a Creative Commons Attribution 4.0 International License.