TECHNICAL PAPERS
Aug 1, 1996

Buoyant Plumes from Multiport Diffuser Discharge in Deep Coflowing Water

Publication: Journal of Hydraulic Engineering
Volume 122, Issue 8

Abstract

An experimental study of the central portion of a unidirectional multiport diffuser discharging in the direction of a uniform ambient current in deep nonturbulent water was conducted by means of a towed model in a laboratory tank. The trajectories of the two-dimensional plane plumes that result after merging of the individual jets can be divided into weakly deflected plumes ( Fa < 0.60), with upstream spreading upon surface interaction, and strongly deflected plumes ( Fa > 1.0), with an intermediate range that contains an upstream blocked wedge. The dominant parameters Fa is an ambient/discharge Froude number, Fa =u a/jo1/3, where u a is the ambient current and j o is the two-dimensional buoyancy flux per unit diffuser length. In each plume regime the plume trajectory is a straight line, but with a distinctly different functional dependence of the trajectory slope on Fa . For the strongly deflected case, the plume behavior, its rate of rise, its tendency to attach to the bottom, and the distance for merging of the individual jets, also depend on the detailed three-dimensional diffuser geometric characteristics, including port spacing and port height. A “leakiness parameter” has been defined that characterizes these three-dimensional influences, in particular the ability of the ambient flow to pass through the merging diffuser flow field and allow the diffuser plume to stay aloft downstream. This behavior is different from earlier slot diffuser experiments by Cederwall (1971) and Roberts (1979) with zero leakiness in which a fully mixed, bottom-attached plume was observed.

Get full access to this article

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

References

1.
Akar, P. J., and Jirka, G. H. (1991). “CORMIX2: An expert system for hydrodynamic mixing zone analysis of conventional and toxic multiport diffuser discharges.”Tech. Rep. EPA/600/3-91/073, Envir. Res. Lab., U.S. EPA, Athens, Ga.
2.
Cederwall, K. (1971). “Buoyant slot jets into stagnant or flowing environments.”Rep. No. KH-R-25, W. M. Keck Lab. Hydr. and Water Resour., Calif. Inst. of Technology, Pasadena, Calif.
3.
Cheng, C. W., Wood, I. R., and Davidson, M. R.(1992). “Merging buoyant discharges in an ambient current.”J. Hydr. Res., 30(3), 361–372.
4.
Davidson, M. J. (1989). “The behavior of single and multiple, horizontally discharged, buoyant flows in an nonturbulent coflowing ambient fluid,” PhD thesis, Rep. 89-3, Dept. of Civ. Engrg., Univ. of Canterbury, New Zealand.
5.
Doneker, R. L., and Jirka, G. H. (1990). “CORMIX1: An expert system for mixing zone analysis of conventional and toxic single port aquatic discharges.”Tech. Rep. EPA/600/3-90/012, Envir. Res. Lab., U.S. EPA, Athens, Ga.
6.
Jirka, G. H.(1979). “Discussion of `Line plume and outfall dispersion' by P. J. W. Roberts.”J. Hydr. Div., ASCE, 105(12), 1573–1575.
7.
Jirka, G. H.(1982). “Multiport diffusers for heat disposal: A summary.”J. Hydr. Div., ASCE, 108(12), 1425–1468.
8.
Jirka, G. H., and Akar, P. J.(1991). “Hydrodynamic classification of submerged multiport diffusers discharges.”J. Hydr. Engrg., 117(9), 1113–1128.
9.
Jirka, G. H., and Doneker, R. L.(1991). “Hydrodynamic classification of submerged single-port discharges.”J. Hydr. Engrg., 117(9), 1095–1112.
10.
Jirka, G. H., and Harleman, D. R. F.(1979). “Stability and mixing of vertical plane buoyant jet in confined depth.”J. Fluid Mech., 94, 275–304.
11.
Jirka, G. H., and Hinton, S. W. (1992). “User's guide to the Cornell Mixing Zone Expert System (CORMIX).”Tech. Bull. No. 624, Nat. Council for Air and Stream Improvement, Medford, Mass.
12.
Jirka, G. H., and Lee, J. H.-W. (1994). “Waste disposal in the ocean.”Water Quality and Its Control, Vol. 5, Hydr. Struct. Des. Manual, M. Hino. ed., Balkema, Rotterdam, The Netherlands.
13.
Méndez-Díaz, M. M. (1992). “Experimental investigation on unidirectional multiport diffuser discharges in coflowing deep water,” MSc thesis, Cornell University, Ithaca, N.Y.
14.
National Research Council. (1993). Managing wastewater in coastal urban areas . National Academy Press, Washington, D.C.
15.
Roberts, P. J. W. (1977). “Dispersion of buoyant waste water discharged from outfall diffusers of finite length.”Rep. No. KH-R-35, W. M. Keck Lab. Hydr. and Water Resour., Calif. Inst. of Technol., Pasadena, Calif.
16.
Roberts, P. J. W.(1979). “Line plume and ocean outfall dispersion.”J. Hydr. Div., ASCE, 105(4), 313–331.
17.
Roberts, P. J. W., Snyder, W. H., and Baumgartner, D. J.(1989). “Ocean outfalls. II: Spatial evolution of submerged wastefield.”J. Hydr. Engrg., ASCE, 115(1), 26–48.
18.
Rouse, H. (1947). “Gravitational diffusion from a boundary source in two-dimensional flow.”J. Appl. Dynamics, A225–A228.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 122Issue 8August 1996
Pages: 428 - 435

History

Published online: Aug 1, 1996
Published in print: Aug 1996

Permissions

Request permissions for this article.

Authors

Affiliations

María M. Méndez-Díaz
Res. Asst., DeFrees Hydr. Lab., Cornell Univ., Ithaca, NY 14853.
Gerhard H. Jirka, Fellow, ASCE
Prof. and Dir., DeFrees Hydr. Lab., Cornell Univ., Ithaca, NY.

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