TECHNICAL PAPERS
Apr 1, 1988

Shoreline Impact from Ocean Waste Discharges

Publication: Journal of Hydraulic Engineering
Volume 114, Issue 4

Abstract

A methodology is presented which enables estimation of the advective transport probabilities from a coastal wastewater discharge based on information that can be obtained from current measurements. From these, shoreline impact can be assessed, and the tendency for background buildup and benthic accumulation estimated. The method utilizes measured data to obtain parameter values to allow synthetic currents to be generated that can in turn be used in a Monte Carlo scheme for obtaining the advective transport probabilities. The method permits enhancement and improvement of the estimates when the amount and extent of data coverage are expanded.

Get full access to this article

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

References

1.
Box, G. E. P., and Jenkins, G. M. (1976). Time series analysis. Holden‐Day, Oakland, Calif.
2.
Brooks, N. H. (1960). “Diffusion of sewage effluent in an ocean current.” Proceedings International Conference on Waste Disposal in a Marine Environment, Peragmon, Oxford, U.K., 246–267.
3.
Brooks, N. H., and Koh, R. C. Y. (1986). “Outfall diffuser system for discharge of effluent from treatment works on Psyttalia Island, Athens; Hydraulic design and water quality analysis for near and intermediate field.” Report to Woodward‐Clyde Consultants.
4.
Chin, D. A., and Roberts, P. J. W. (1985). “Model of dispersion in coastal waters.” J. Hydr. Engrg., ASCE, 111(1), 12–28.
5.
Csanady, G. T. (1983). “Dispersal by randomly varying currents.” J. Fluid Mech., 132, 375–394.
6.
Fischer, H. B., et al. (1979) Mixing in inland and coastal waters. Academic Press, Orlando, Fla., 483.
7.
Flow Science, Inc. (1983). “Winter oceanographic drogue study of San Onofre on February 22–23 and April 6–7, 1983.” Report FSI 830404003, Flow Science, Inc.
8.
Lawrence, C. H. (1962). “Sanitary considerations of five‐mile ocean outfall.” Trans., ASCE, 127, 294–325.
9.
R. M. Towill Corp. (1972). “Sand Island ocean outfall.” System Final Design Report, R. M. Towill Corp.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 114Issue 4April 1988
Pages: 361 - 376

History

Published online: Apr 1, 1988
Published in print: Apr 1988

Permissions

Request permissions for this article.

Authors

Affiliations

Robert C. Y. Koh, Member, ASCE
Sr. Res. Assoc. in Envir. Engrg. Sci., W. M. Keck Lab. of Hydr. and Water Resour., California Inst. of Tech., Pasadena, CA 91125

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