TECHNICAL PAPERS
Sep 6, 2010

Bubbly Two-Phase Flow in Hydraulic Jumps at Large Froude Numbers

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 4

Abstract

A hydraulic jump is a sudden, rapid transition from a supercritical flow to a subcritical flow. At large inflow Froude numbers, the jump is characterized by a significant amount of entrained air. For this paper, the bubbly two-phase flow properties of steady and strong hydraulic jumps were investigated experimentally. The results demonstrate that the strong air entrainment rate and the depth-averaged void-fraction data highlight a rapid deaeration of the jump roller. The results suggest that the hydraulic jumps are effective aerators and that the rate of detrainment is comparatively smaller at the largest Froude numbers.

Get full access to this article

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

Acknowledgments

The writer thanks Ben Hopkins and Hugh Cassidy from the University of Queensland who carefully conducted the experimental measurements. He further acknowledges the financial support of the Australian Research Council with Grant No. ARCDP0878922.

References

Babb, A. F., and Aus, H. C. (1981). “Measurements of air in flowing water.” J. Hydraul. Div., 107(HY12), 1615–1630.
Chanson, H. (1995). “Air entrainment in two-dimensional turbulent shear flows with partially developed inflow conditions.” Int. J. Multiphase Flow, 21(6), 1107–1121.
Chanson, H. (1997). Air bubble entrainment in free-surface turbulent shear flows, Academic Press, London, 401.
Chanson, H. (2002). “Air-water flow measurements with intrusive phase-detection probes: Can we improve their interpretation?” J. Hydraul. Eng., 128(3), 252–255.
Chanson, H. (2007). “Bubbly flow structure in hydraulic jump.” Eur. J. Mech. B, Fluids, 26(3), 367–384.
Chanson, H. (2009a). “Advective diffusion of air bubbles in hydraulic jumps with large Froude numbers: An experimental study.” Hydraulic Model Rep. No. CH75/09, School of Civil Engineering, Univ. of Queensland, Brisbane, Australia.
Chanson, H. (2009b). “Turbulent air-water flows in hydraulic structures: Dynamic similarity and scale effects.” Environ. Fluid Mech., 9(2), 125–142.
Chanson, H., and Brattberg, T. (2000). “Experimental study of the air-water shear flow in a hydraulic jump.” Int. J. Multiphase Flow, 26(4), 583–607.
Chanson, H., and Gualtieri, C. (2008). “Similitude and scale effects of air entrainment in hydraulic jumps.” J. Hydraul. Res., 46(1), 35–44.
Crowe, C., Sommerfield, M., and Tsuji, Y. (1998). Multiphase flows with droplets and particles, CRC, Boca Raton, FL, 471.
Ervine, D. A., and Falvey, H. T. (1987). “Behaviour of turbulent water jets in the atmosphere and in plunge pools.” Inst. Civ. Eng. Proc., 83(1), 295–314.
Gupta, N. K. (1966). “Discussion of ‘The hydraulic jump as a wall jet’ by N. Rajaratnam.” J. Hydraul. Div., 92(HY3), 110–123.
Hager, W. H., Bremen, R., and Kawagoshi, N. (1990). “Classical hydraulic jump: Length of roller.” J. Hydraul. Res., 28(5), 591–608.
Henderson, F. M. (1966). Open channel flow, MacMillan, New York.
Kucukali, S., and Chanson, H. (2008). “Turbulence measurements in hydraulic jumps with partially-developed inflow conditions.” Exp. Therm. Fluid. Sci., 33(1), 41–53.
Liu, M., Rajaratnam, N., and Zhu, D. Z. (2004). “Turbulent structure of hydraulic jumps of low Froude numbers.” J. Hydraul. Eng., 130(6), 511–520.
Long, D., Rajaratnam, N., Steffler, P. M., and Smy, P. R. (1991). “Structure of flow in hydraulic jumps.” J. Hydraul. Res., 29(2), 207–218.
Mossa, M., and Tolve, U. (1998). “Flow visualization in bubbly two-phase hydraulic jump.” J. Fluids Eng., 120(1), 160–165.
Murzyn, F., and Chanson, H. (2008). “Experimental assessment of scale effects affecting two-phase flow properties in hydraulic jumps.” Exp. Fluids, 45(3), 513–521.
Murzyn, F., and Chanson, H. (2009). “Free-surface fluctuations in hydraulic jumps: Experimental observations.” Exp. Therm. Fluid. Sci., 33(7), 1055–1064.
Murzyn, F., Mouaze, D., and Chaplin, J. R. (2005). “Optical fibre probe measurements of bubbly flow in hydraulic jumps.” Int. J. Multiphase Flow, 31(1), 141–154.
Murzyn, F., Mouaze, D., and Chaplin, J. R. (2007). “Air-water interface dynamic and free surface features in hydraulic jumps.” J. Hydraul. Res., 45(5), 679–685.
Rajaratnam, N. (1962). “An experimental study of air entrainment characteristics of the hydraulic jump.” J. Inst. Eng. (India), 42(7), 247–273.
Rajaratnam, N. (1965). “The hydraulic jump as a wall jet.” J. Hydraul. Div., 91(HY5), 107–132.
Rao, N. S. L., and Kobus, H. E. (1971). “Characteristics of self-aerated free-surface flows.” Water and waste water: Current research and practice, Vol. 10, Eric Schmidt Verlag, Berlin.
Resch, F. J., Leutheusser, H. J., and Alemu, S. (1974). “Bubbly two-phase flow in hydraulic jump.” J. Hydraul. Div., 100(HY1), 137–149.
Rouse, H., Siao, T. T., and Nagaratnam, S. (1959). “Turbulence characteristics of the hydraulic jump.” Trans. Am. Soc. Civ. Eng., 124, 926–950.
Wood, I. R. (1991). “Air entrainment in free-surface flows.” IAHR Hydraulic Structures Design Manual No. 4: Hydraulic Design Considerations, Balkema, Rotterdam, The Netherlands, 149.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 4April 2011
Pages: 451 - 460

History

Received: Jan 15, 2010
Accepted: Aug 18, 2010
Published online: Sep 6, 2010
Published in print: Apr 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Hubert Chanson [email protected]
Professor in Civil Engineering, Univ. of Queensland, Brisbane QLD 4072, Australia. 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