TECHNICAL PAPERS
Jan 1, 1989

Ocean Outfalls. III: Effect of Diffuser Design on Submerged Wastefield

Publication: Journal of Hydraulic Engineering
Volume 115, Issue 1

Abstract

The effects of port spacing and jet momentum flux on the characteristics of submerged wastefields produced by multi‐port ocean outfalls in linearly stratified currents were investigated experimentally. Within the parameter range studied the primary effect of these variables is on the rise height and thickness of the wastefield, and dilution is closely approximated by line plume results. Increased momentum flux causes a reduction in rise height at low current speeds while leaving the total entrainment path length of the jets, and hence dilution, fairly constant. The effects of increased momentum flux decrease as the current speed increases. Increased port spacing still resulted in merging of individual plumes even when fairly widely spaced, particularly in flowing currents, so point plume results were of limited applicability in predicting wastefield properties. Results are presented in graphical and tabular form from which rise heights and thicknesses can be estimated for discharges which do not approximate line plumes. An example of the procedure is given, and some implications for diffuser design are discussed.

Get full access to this article

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

References

1.
Abraham, G., et al. (1983). Discussion of “Evaluation of selected initial dilution models.” J. Envir. Engrg., ASCE, 109(5), 1213–1222.
2.
Alam, A. M. Z., Harleman, D. R. F., and Colonell, J. M. (1982). “Evaluation of selected initial dilution models.” J. Envir. Engrg. Div., ASCE, 108(1), 159–186,
and closure to discussion (1984)110(4), 857–860.
3.
Chu, V. H. (1979). “L. N. Fan's data on buoyant jets in crossflow.” J. Hydr. Div., ASCE, 105(5), 612–617.
4.
Roberts, P. J. W. (1979). “A mathematical model of initial dilution for deepwater ocean outfalls.” Proc. of Specialty Conf. on Conservation and Utilization of Water and Energy Resources, San Francisco, Aug. 8–11, 218–225.
5.
Roberts, P. J. W. (1983). Discussion of “Evaluation of selected initial dilution models,” J. Envir. Engrg., ASCE, 109(5), 1218–1222.
6.
Roberts, P. J. W., Snyder, W. H., and Baumgartner, D. J. (1989a). “Ocean outfalls. I: submerged wastefield formation.” J. Hydr. Engrg., ASCE, 115(1), 1–25.
7.
Roberts, P. J. W., Snyder, W. H., and Baumgartner, D. J. (1989b). “Ocean outfalls. II: spatial evolution of submerged wastefield.” J. Hydr. Engrg., ASCE, 115(1), 26–48.
8.
Wong, D. R. (1985). “Buoyant jet entrainment in stratified fluids.” Rept. No. UMCE 85‐9, Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor.
9.
Wright, S. J., et al. (1982). “Outfall diffuser behavior in stratified ambient fluid.” J. Hydr. Div., ASCE, 108(4), 483–501.
10.
Wright, S. J. (1984). “Buoyant jets in density‐stratified crossflow.” J. Hydr. Engrg., ASCE, 110(5), 643–656.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 115Issue 1January 1989
Pages: 49 - 70

History

Published online: Jan 1, 1989
Published in print: Jan 1989

Permissions

Request permissions for this article.

Authors

Affiliations

Philip J. W. Roberts, Member, ASCE
Assoc. Prof. of Civil Engrg., Georgia Inst. of Tech., Atlanta, GA 30332
W. H. Snyder
Meteorology and Assessment Div., U.S. Envir. Protec. Agency, Research Triangle Park, NC 27711. On assignment from the Nat. Oceanic and Atmospheric Administration, U.S. Dept. of Commerce
D. J. Baumgartner
Director, Pacific Division, Environmental Research Laboratory, U.S. Environmental Protection Agency, Hatfield Marine Science Center, Newport, OR 97365 Currently Res. Assoc. Prof., Civ. Engrg. Dept., Oregon State University

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