TECHNICAL NOTES
Jun 24, 2009

Energy Dissipation and Turbulent Production in Weak Hydraulic Jumps

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydraulic Engineering
Volume 136, Issue 2

Abstract

The present experimental investigation focuses on energy dissipation and turbulence production in two undeveloped and a partially developed inflow weak hydraulic jumps, measured with micro-ADVs. For the undeveloped inflow jumps, the turbulence production is mostly confined in the shear layer located in the upper part of the water column. For the partially developed inflow jump, two peak turbulence production regions are observed, one in the upper shear layer and the second in the near-wall region. Moreover, the measured energy dissipation distribution in the jumps reveals a similar longitudinal decay of energy dissipation integrated over the flow sections and of maximum turbulence production values from the intermediate jump region toward its downstream section.

Get full access to this article

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

Acknowledgments

The writers wish to thank the Escuela de Ingeniera of the Pontificia Universidad Catlica de Chile (PUC) for the financial support of the first writer as a postdoctoral fellowship and the Fondecyt program for its partial support through Grant No. UNSPECIFIED11060312. Financial support from the School of Engineering (PUC) is also gratefully acknowledged. Finally, we thank professors Yarko Nino for sharing experimental devices.

References

Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, New York.
Goring, D., and Nikora, V. (2002). “Despiking acoustic Doppler velocimeter data.” J. Hydraul. Eng., 128(1), 117–126.
Hurther, D., and Lemmin, U. (2001). “A correction method for turbulence measurements with a 3D acoustic Doppler velocity profiler.” J. Atmos. Ocean. Technol., 18(3), 446–458.
Lennon, J., and Hill, D. (2006). “Particle image velocity measurements of undular and hydraulic jumps.” J. Hydraul. Eng., 132(12), 1283–1294.
Liu, M., Rajaratnam, N., and Zhu, D. (2004). “Turbulence structure of hydraulic jumps of low Froude numbers.” J. Hydraul. Eng., 130(6), 511–520.
Madsen, P., and Svendsen, I. (1983). “Turbulent bores and hydraulic jumps.” J. Fluid Mech., 129, 1–25.
Misra, S., Kirby, J., Brocchini, M., Veron, F., Thomas, M., and Kambhamettu, C. (2008). “The mean and turbulent flow structure of a weak hydraulic jump.” Phys. Fluids, 20, 035106.
Resch, F., Leutheusser, H., and Coantic, M. (1976). “Study of the kinematic and dynamic structure of the hydraulic jump.” J. Hydraul. Res., 140(4), 293–319.
Rouse, H., Siao, T., and Nagaratnam, S. (1959). “Turbulence characteristics of the hydraulic jump.” Trans. Am. Soc. Civ. Eng., 124, 926–950.
SonTek. (1997). Acoustic Doppler velocimeter technical documentation, version 4.0, SonTek/YSI Inc., San Diego.
Svendsen, I., Veeramony, J., Bakunin, J., and Kirby, J. (2000). “The flow in weak turbulent hydraulic jumps.” J. Fluid Mech., 418, 25–57.
Voulgaris, G., and Trowbridge, J. (1998). “Evaluation of the acoustic Doppler velocimeter (ADV) for turbulence measurements.” J. Atmos. Ocean. Technol., 15, 272–289.
Wu, S., and Rajaratnam, N. (1996). “Transition from hydraulic jump to open channel flow.” J. Hydraul. Eng., 122(9), 526–528.
Yeh, H., and Mok, K. (1990). “On turbulence in bores.” Phys. Fluids, 20(5), 821–828.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 136Issue 2February 2010
Pages: 116 - 121

History

Received: Apr 16, 2008
Accepted: Jun 22, 2009
Published online: Jun 24, 2009
Published in print: Feb 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Pontificia Universidad Catolica de Chile, Spain (corresponding author). E-mail: [email protected]
R. Cienfuegos
Pontificia Universidad Catolica de Chile, Spain.

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