Bench-Scale Investigation of Inclined Dense Jets
Publication: Journal of Hydraulic Engineering
Volume 131, Issue 11
Abstract
In this work experimental data on the geometry of dense inclined jets issuing in a lab-scale glass rectangular tank are presented. The surrounding fluid was always tap water at room temperature while the dense jets were water solutions of NaCl. Four parameters were changed in the experiments, namely nozzle diameter and inclination, and jet density and flow rate. Jet trajectories were revealed by a colored tracer. Images of the jet were recorded by a digital camera and then further digitally processed, eventually resulting in a time-averaged tracer intensity field. All the jet geometrical parameters, once normalized, were found to be very well correlated to the densimetric Froude number. Moderate jet viscosity variations were found to not significantly affect jet behavior. The reported data allow a quick and easy estimation of maximum rise level, position of the trajectory maximum, and impact point distance of dense jets issued at different angles above the horizontal.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This research work was carried out with the financial support of the Italian Ministry of University and Research, Grant No. UNSPECIFIEDD.M. n.720 14.12.99, Piano Ambiente Terrestre, Cluster 11B, Project No. UNSPECIFIED23 “ISR1.”.
References
Einav, R. (2003). “Environmental aspects of a desalination plant in Ashkelon.” Desalination, 156, 79–85.
James, W. P., Vergara, I., and Kim, K. (1983). “Dilution of a dense vertical jet.” J. Environ. Eng., 109(6), 1273–1283.
McLellan, T. N., and Randall, R. E. (1986). “Measurement of brine jet height and dilution.” J. Waterw., 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, 2335–2344.
Roberts, P. J. W., Ferrier, A., and Daviero, G. (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 flowing current.” J. Hydraul. Eng., 113(3), 323–341.
Roberts, P. J. W., and Toms, G. (1988). “Ocean outfall system for dense and buoyant effluents.” J. Environ. Eng., 114(5), 1175–1191.
Tong, S. S., and Stolzenbach, K. D. (1979). “Submerged discharge of a dense effluent.” Rep. No. 243, Ralph M. Parsons Laboratory, Massachusetts Institute of Technology, Cambridge, Mass.
Turner, J. S. (1966). “Jets and plumes with negative or reversing buoyancy.” J. Fluid Mech., 26, 779–792.
Zhang, H., and Baddour, R. E. (1998). “Maximum penetration of vertical round dense jets at small and large froude numbers.” J. Hydraul. Eng., 124(5), 550–553.
Information & Authors
Information
Published In
Copyright
© 2005 ASCE.
History
Received: Sep 23, 2003
Accepted: Sep 24, 2004
Published online: Nov 1, 2005
Published in print: Nov 2005
Authors
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.