TECHNICAL PAPERS
Jun 1, 2009

Experimental Studies on Vertical Dense Jets in a Flowing Current

Publication: Journal of Hydraulic Engineering
Volume 135, Issue 11

Abstract

Experiments were performed using three-dimensional laser-induced fluorescence on turbulent vertical dense jets in flowing currents typical of brine disposal from seawater desalination plants. The flows are complex and different phenomena can dominate at different locations and at different current speeds, indicating that predicting these flows numerically will be quite challenging. At low current speeds, the rising and falling flows are almost vertical with some interference between them and the bottom flow spreads upstream as a wedge. At higher current speeds the wedge is expelled; the ascending flow is still almost vertical, but the descending flow is more gradual so the jet impacts the lower boundary farther downstream. Dilutions at the terminal rise height and impact point increase with increasing current speeds. Cross-sectional profiles of tracer concentration are neither axially or self-similar. In the descending flow, at low or intermediate current speeds, the plume is much taller than it is wide, the peak concentration occurs much closer to the top, and fluid can detrain from the jet. At higher current speeds, the profiles initially approach radial symmetry, but develop a kidney shape due to formation of two counter-rotating vortices farther downstream. These vortices cause the jet to almost completely bifurcate after impacting the bottom.

Get full access to this article

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

Acknowledgments

The writers greatly appreciate the discussions with Dr. Semih Nemlioglu of the Department of Environmental Engineering, Istanbul University, and his assistance with the experiments and data reduction. We appreciate the thorough and constructive comments of the reviewers that helped to significantly improve the paper.

References

Anderson, J. L., Parker, F. L., and Benedict, B. A. (1973). “Negatively buoyant jets in a cross flow.” Rep. No. EPA-660/2-73-012, U.S. Environmental Protection Agency.
Badr, A. (1984). “Temperature measurements in a negatively buoyant round vertical jet issued in a horizontal cross flow.” IUTAM-Symposium on Atmospheric Dispersion of Heavy Gases and Small Particles, Springer, Berlin, Scheveningen, The Netherlands, 167–176.
Chu, V. H. (1975). “Turbulent dense plumes in a laminar cross flow.” J. Hydraul. Res., 13, 253–279.
Csanady, G. T. (1965). “The buoyant motion within a hot gas plume in a horizontal wind.” J. Fluid Mech., 22(2), 225–239.
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J., and Brooks, N. H. (1979). Mixing in inland and coastal waters, Academic, San Diego.
Holly, F. M., and Grace, J. L. (1972). “Model study of dense jet in flowing fluid.” J. Hydr. Div., 98(11), 1921–1933.
Jirka, G. H. (2008). “Improved discharge configurations for brine effluents from desalination plants.” J. Hydraul. Eng., 134(1), 116–120.
Kikkert, G. A., Davidson, M. J., and Nokes, R. I. (2007). “Inclined negatively buoyant discharges.” J. Hydraul. Eng., 133(5), 545–554.
Lane-Serff, G. F., Linden, P., and Hillel, M. (1993). “Forced, angled plumes.” J. Hazard. Mater., 33(1), 75–99.
Lindberg, W. R. (1994). “Experiments on negatively buoyant jets, with and without cross-flow.” NATO advanced research workshop on “Recent advances in jets and plumes” NATO ASI Series E, Vol. 255, Kluwer Academic, Viana do Castelo, Portugal, 131–145.
McLellan, T. N., and Randall, R. E. (1986). “Measurement of brine jet height and dilution.” J. Waterway, Port, Coastal, Ocean Eng., 112(2), 200–216.
Pincince, A. B., and List, E. J. (1973). “Disposal of brine into an estuary.” J. Water Pollut. Control Fed., 45(11), 2335–2344.
Roberts, P. J. W. (1987). “Discussion of McLellan and Randall (1986).” J. Waterway, Port, Coastal, Ocean Eng., 113(4), 440–442.
Roberts, P. J. W., Ferrier, A., and Daviero, G. J. (1997). “Mixing in inclined dense jets.” J. Hydraul. Eng., 123(8), 693–699.
Roberts, P. J. W., and Toms, G. (1987). “Inclined dense jets in a flowing current.” J. Hydraul. Eng., 113(3), 323–341.
Tian, X., and Roberts, P. J. W. (2003). “A 3D LIF system for turbulent buoyant jet flows.” Exp. Fluids, 35, 636–647.
Tong, S. S., and Stolzenbach, K. D. (1979). “Submerged discharges of dense effluent.” Rep. No. 243, Ralph M. Parsons Laboratory, Massachusetts Institute of Technology, Cambridge, Mass.
Zeitoun, M. A., Reid, R. O., McIlhenny, W. F., and Mitchell, T. M. (1972). “Model studies of outfall systems for desalting plants. Part III. Numerical simulation and design considerations.” Res. and Devel. Progress Rep. No. 804, Office of Saline Water, U.S. Dept. of Interior, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 135Issue 11November 2009
Pages: 935 - 948

History

Received: Aug 14, 2008
Accepted: May 20, 2009
Published online: Jun 1, 2009
Published in print: Nov 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Endam Gungor
Graduate Research Assistant, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332.
Philip J. W. Roberts, F.ASCE [email protected]
Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332 (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