Abstract

Emptying of an initially water-filled horizontal PVC pipeline driven by different upstream compressed air pressures and with different outflow restriction conditions, with motion of an air-water front through the pressurized pipeline, is investigated experimentally. Simple numerical modeling is used to interpret the results, especially the observed additional shortening of the moving full water column due to formation of a stratified water-air “tail.” Measured discharges, water-level changes, and pressure variations along the pipeline during emptying are compared using control volume (CV) model results. The CV model solutions for a nonstratified case are shown to be delayed as compared with the actual measured changes of flow rate, pressure, and water level. But by considering water-column mass loss due to the water-air tail and residual motion, the calibrated CV model yields solutions that are qualitatively in good agreement with the experimental results. A key interpretation is that the long air-cavity celerity is close to its critical value at the instant of minimum flow acceleration. The influences of driving pressure, inertia, and friction predominate, with the observed water hammer caused by the initiating downstream valve opening insignificantly influencing the water-air front propagation.

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Acknowledgments

The project Transient Vaporous and Gaseous Cavitation in Pipelines carried out at Deltares, Delft, the Netherlands, was funded through EC-HYDRALAB III Contract 022441 (R113) by the European Union. The authors would like to thank Richard Tuin, Martin Boele, and Theo Ammerlaan for their technical support during the experiments.

References

Annus, I., and Koppel, T. (2011). “Transition to turbulence in accelerating pipe flow.” J. Fluids Eng., 137(7), 071202-1–071202-9.
Benjamin, T. B. (1968). “Gravity current and related phenomena.” J. Fluid Mech., 31(2), 209–248.
Bergant, A., Dudlik, A., Pothof, I., Schoenfeld, B. H., Tijsseling, A. S., and Vardy, A. E. (2005). “Case studies of inertia-driven fluid transients in pipe systems containing liquids.” Portuguese J. Water Res., 26(2), 37–44.
Bergant, A., Hou, Q., Keramat, A., and Tijsseling, A. S. (2011). “Experimental and numerical analysis of water hammer in a large-scale PVC pipeline apparatus.” Proc., 4th IAHR International Meeting on Cavitation and Dynamic Problems in Hydraulic Machinery and Systems, Belgrade, Serbia, Univ. of Belgrade, October 2011, 27–36.
Bergant, A., and Simpson, A. R. (1999). “Pipeline column separation flow regimes.” J. Hydraul. Eng., 125(8), 835–848.
Bergant, A., Simpson, A. R., and Tijsseling, A. S. (2006). “Water-hammer with column separation: A historical review.” J. Fluid Struct., 22(1), 135–171.
Bergant, A., Tijsseling, A. S., Vítkovský, J. P., Covas, D. I. C., Simpson, A. R., and Lambert, M. F. (2008a). “Parameters affecting water-hammer wave attenuation, shape and timing. I: Mathematical tools.” IAHR J. Hydraul. Res., 46(3), 373–381.
Bergant, A., Tijsseling, A. S., Vítkovský, J. P., Covas, D. I. C., Simpson, A. R., and Lambert, M. F. (2008b). “Parameters affecting water-hammer wave attenuation, shape and timing. II: Case studies.” IAHR J. Hydraul. Res., 46(3), 382–391.
Bourdarias, C., and Gerbi, S. (2007). “A finite volume scheme for a model coupling free surface and pressurized flows in pipes.” J. Comput. Appl. Math., 209(1), 109–131.
Bozkus, Z., Baran, Ö. U., and Ger, M. (2004). “Experimental and numerical analysis of transient liquid slug motion in a voided line.” J. Press. Vessel Technol., 126(2), 241–249.
Bozkus, Z., and Wiggert, D. C. (1991). “Slug motion and impact in a voided line.” Proc., Fluid Transients and Fluid Structure Interaction, ASME Winter Annual Meeting, ASME, New York, 25–27.
Bozkus, Z., and Wiggert, D. C. (1997). “Liquid slug motion in a voided line.” J. Fluid Struct., 11(8), 947–963.
Kayhan, B., and Bozkus, Z. (2011). “A mew method for prediction of the transient force generated by a liquid slug impact on an elbow of an initially voided line.” J. Press. Vessel Technol., 133(2), 021702-1–021702-12.
Koppel, T., and Ainola, L. (2006). “Identification of transition to turbulence in a highly accelerated start-up pipe flow.” J. Fluids Eng., 128(4), 680–686.
Laanearu, J., Bergant, A., Annus, I., Koppel, T., and van’t Westende, J. (2009). “Some aspects of fluid elasticity related to filling and emptying of large-scale pipeline.” IAHR International Meeting of the Work Group on Cavitation and Dynamic Problems in Hydraulic Machinery and Systems, Brno, Czech Republic, Brno Univ. of Technology, 465–474.
Laanearu, J., and van’t Westende, J. (2010). “Hydraulic characteristics of test rig used in filling and emptying experiments of large-scale pipeline.” Proc., Hydralab III Joint User Meeting, Coastal Research Centre FZK of Leibniz Univ. and Technical Univ. Braunschweig, Hannover, Germany, Leibniz Univ. and Technical Univ., Braunschweig, 5–8.
Leon, A. S., Ghidaoui, M. S., Schmidt, A. R., and Garcia, M. H. (2009). “Application of Godunov-type schemes to transient mixed flows.” IAHR J. Hydraul. Res., 47(2), 147–156.
Leon, A. S., Ghidaoui, M. S., Schmidt, A. R., and Garcia, M. H. (2010). “A robust two-equation model for transient-mixed flows.” IAHR J. Hydraul. Res., 48(1), 44–56.
Liou, C. P., and Hunt, W. A. (1996). “Filling of pipelines with undulating elevation profiles.” J. Hydraul. Eng., 122(10), 534–539.
Nydal, O. J., and Andreussi, P. (1991). “Gas entrainment in a long liquid slug advancing in a near horizontal pipe.” Int. J. Multiphase Flow., 17(2), 174–189, 0301-9322/91.
Politano, M., Odgaard, J., and Klecan, W. (2005). “Numerical simulation of hydraulic transients in drainage systems.” (MECOM—VIII Congreso Argentino de Mecanica Computacional) Mecanica Computacional (Argentina), Buenos Aires, Argentina, Mechánica Computacional, 297–310.
Vasconcelos, J. G., and Wright, S. J. (2007). “Comparison between the two-component pressure approach and current transient flow solvers.” IAHR J. Hydraul. Res., 45(2), 178–187.
Vasconcelos, J. G., Wright, S. J., and Roe, P. L. (2006). “Improved simulation of flow regime transition in sewers: Two-component pressure approach.” J. Hydraul. Eng., 132(6), 553–562.
Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems, Prentice Hall, Englewood Cliffs, NJ.
Zhou, F., Hicks, F. E., and Steffler, P. M. (2002). “Transient flow in a rapidly filling horizontal pipe containing trapped air.” J. Hydraul. Eng., 128(6), 625–634.
Zukoski, E. E. (1966). “Influence of viscosity, surface tension, and inclination on motion of long bubbles in closed tubes.” J. Fluid Mech., 25(4), 821–837.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 138Issue 12December 2012
Pages: 1090 - 1100

History

Received: Jul 6, 2011
Accepted: May 11, 2012
Published online: May 15, 2012
Published in print: Dec 1, 2012

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Janek Laanearu, Ph.D. [email protected]
Associate Professor, Dept. of Mechanics, Tallinn Univ. of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia (corresponding author). E-mail: [email protected]
Ivar Annus, Ph.D.
Teaching Assistant, Dept. of Mechanics, Tallinn Univ. of Technology, Tallinn, Estonia.
Tiit Koppel, Ph.D.
Professor, Dept. of Mechanics, Tallinn Univ. of Technology, Tallinn, Estonia.
Anton Bergant, Ph.D.
Litostroj Power d.o.o., Litostrojska 50, 1000 Ljubljana, Slovenia.
Sašo Vučković
Litostroj Power d.o.o., Ljubljana, Slovenia.
Qingzhi Hou, Ph.D.
Dept. of Mathematics and Computer Science, Eindhoven Univ. of Technology, P.O. Box 513, 5600 MB Eindhoven, The Netherlands.
Arris S. Tijsseling, Ph.D.
Assistant Professor, Dept. of Mathematics and Computer Science, Eindhoven Univ. of Technology, Eindhoven, The Netherlands.
Alexander Anderson, Ph.D.
Senior Lecturer, School of Mechanical and Systems Engineering, Newcastle Univ., Newcastle upon Tyne NE1 7RU, UK.
Jos M. C. van’t Westende, Ph.D.
Deltares, P.O. Box 177, 2600 MH Delft, The Netherlands.

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