TECHNICAL PAPERS
May 1, 1985

Initial Dilution for Outfall Parallel to Current

Publication: Journal of Hydraulic Engineering
Volume 111, Issue 5

Abstract

Rotary tidal currents or site constraints can result in an outfall diffuser being alined with the current in shallow water. Experiments using a small model laboratory diffuser flume and a much larger scale model in an estuarine channel were used to establish the significant processes causing initial dilution of effluent discharged from a multiport diffuser alined parallel to the ambient current. From considerations of momentum conservation and mixing, and the results of the flume experiments, an expression for the initial dilution in shallow water was obtained and the conditions defining shallow water were established. The results of the field experiments carried out in an estuarine channel were in agreement with the laboratory results and verified the derived expression. A relationship between the initial dilution and the angle between the diffuser and the current was developed from the field studies.

Get full access to this article

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

References

1.
Chan, T. L., Lin, J.‐T., and Kennedy, J. F., “Entrainment and Drag Forces of Deflected Jets,” Journal of the Hydraulics Division, ASCE, Vol. 102, No. HY5, 1976, pp. 615–635.
2.
Hinwood, J. B., and Wallis, I. G., “Studies of Jets in a Cross Flow,” submitted for publication Sept., 1983.
3.
Jirka, G., and Harleman, D. R. F., “The Mechanics of Submerged Multiport Diffusers for Buoyant Discharges in Shallow Water,” Report 169, Ralph M. Parsons Lab., Massachusetts Institute of Technology, Cambridge, Mass., 1973.
4.
Koh, R. C. Y., and Brooks, N. H., “Fluid Mechanics of Waste Water Disposal in the Ocean,” Annual Review of Fluid Mechanics, Vol. 7, 1975, pp. 187–211.
5.
Morton, B. R., Taylor, G. I., and Turner, J. S., “Turbulent Gravitational Convection from Maintained and Instantaneous Sources,” Proceedings, Royal Society of London, Ser. A., No. 234, 1956, pp. 1–23.
6.
Pratte, B. D., and Baines, W. D., “Profiles of the Round Turbulent Jet in a Crossflow,” Journal of the Hydraulics Division, ASCE, Vol. 93, No. HY6, 1967, pp. 53–64.
7.
Roberts, P. J. W., “Dispersion of Buoyant Waste Water Discharged from Outfall Diffusers of Finite Length,” Report KH‐R‐35, W. M. Keck Laboratory, California Institute of Technology, Pasadena, Calif., 1977.
8.
Scorer, R. S., Natural Aerodynamics, Pergamon, Ch. 8, London, England, 1958.
9.
Wallis, I. G., “Initial Dilution with Deepwater Diffusers,” Journal of Water Pollution Control Federation, Vol. 49, 1977, pp. 1621–1626.
10.
Wright, S. J. “Mean Behaviour of Buoyant Jets in a Crossflow,” Journal of the Hydraulics Division, ASCE, Vol. 103, No. HY5, 1977.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 111Issue 5May 1985
Pages: 828 - 845

History

Published online: May 1, 1985
Published in print: May 1985

Permissions

Request permissions for this article.

Authors

Affiliations

Jon B. Hinwood
Assoc. Prof., Dept. of Mech. Engrg., Monash Univ., Melbourne, Australia
Ian G. Wallis
Prin. Engr., Caldwell Connel Engrs., Melbourne, Australia

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.

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