TECHNICAL PAPERS
Nov 1, 1991

Model for Turbidity Plume Induced by Bucket Dredge

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 117, Issue 6

Abstract

A model based on the analytical solution of an advective‐diffusion equation is developed to describe the turbidity plume induced by the operation of a bucket dredge. The model applies to the portion of the plume beyond the initial mixing zone where the separate patches of suspended sediments have coalesced into a continuous plume. It predicts the vertical average suspended sediment concentration within the plume as a function of the source strength of suspended sediment, the characteristics of the ambient flow field and the effective particle settling velocity. Four sets of field data from previous studies are compared with the model. It is shown that the model describes the qualitative feature of prototype data and that the calibrated model parameters agree with independent observations.

Get full access to this article

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

References

1.
Barnard, W. D. (1978). “Prediction and control of dredged material dispersion around dredging, and open water pipeline disposal operation.” Tech. Rep. DS‐78‐13, U.S. Army Engr. Waterways Experiment Station, Vicksburg, Miss.
2.
Bohlen, W. F. (1978). “Factors governing the distribution of dredge‐resuspended sediment.” Proc., of the 16th Coastal Engineering Conference, ASCE, 2001–2019.
3.
Bohlen, W. F., Cundy, D. F., and Tramontano, J. M. (1979). “Suspended material distributions in the wake of estuarine channel dredging operations.” Estuarine and Coastal Marine Sci., 9, 699–711.
4.
Cundy, D. F., and Bohlen, W. F. (1980). “A numerical simulation of the dispersion of sediments suspended by estuarine dredging operations.” Estuarine and wetlands processes, Hamilton and MacDonald, eds., Marine Section II, Plenum Press, New York, N.Y., 339–353.
5.
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J., and Brooks, N. H. (1979). Mixing in inland and coastal waters. Academic Press, New York, N.Y., 252.
6.
Frenkiel, F. N. (1953). “Turbulent diffusion: Mean concentration distribution in a flow field of homogeneous turbulence.” Advances in Appl. Math., 3, 61–107.
7.
Kuo, A. Y., Welch, C. S., and Lukens, R. J. (1985). “Dredge induced turbidity plume model.” J. of Waterways, Port, Coast. and Ocean Engrg., 111(3), 476–494.
8.
McLellan, T. N., Havis, R. N., Hayes, D. F., and Raymond, G. L. (1989). “Field studies of sediment resuspension characteristics of selected dredges.” Technical Report HL‐89‐9, U.S. Army Engr. Waterways Experiment Station, Vicksburg, Miss.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 117Issue 6November 1991
Pages: 610 - 623

History

Published online: Nov 1, 1991
Published in print: Nov 1991

Permissions

Request permissions for this article.

Authors

Affiliations

Albert Y. Kuo
Prof., School of Marine Sci./Virginia Inst. of Marine Sci., Coll. of William and Mary, Gloucester Point, VA 23062
Donald F. Hayes, Members, ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Nebraska, Lincoln, Engrg. Bldg. 125‐B, Omaha, NE 68182–0178; formerly, Res. Civ. Engr., Envir. Lab., U.S. Army Engr. Waterways Experiment Station, 3909 Halls Ferry Road, Vicksburg, MS 39180–6199

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