TECHNICAL NOTES
Dec 1, 2008

Critical Bed-Shear Stress for Cohesive Sediment Deposition under Steady Flows

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 12

Abstract

Results of two laboratory experiments on the cohesive sediment deposition behavior are presented. Data indicate that an annular flume, either with or without the channel bed and the top ring rotating in opposite directions to minimize the secondary circulation, can be used to study the deposition behavior of cohesive sediments. Direct observations on when and where the bed is formed suggest that deposition only occurs when the local bed-shear stress (τb) is less than a critical value. Secondary circulation in the flume, which produced upward current near the inner corner and downward current near the outer corner, did not prevent deposition near the inner corner (because of the small τb ) nor promote deposition near the outer corner (because of the relatively large τb ).

Get full access to this article

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

Acknowledgments

Sincere appreciation goes to Dr. Onyx Wai at Hong Kong Polytechnic University for providing the mud and for helpful discussions. Great comments and help from anonymous reviewers are also sincerely acknowledged.

References

Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, New York.
Downing, J. P., Sternberg, R. W., and Lister, C. R. B. (1981). “New instrumentation for the investigation of sediment suspension processes in the shallow marine environment.” Mar. Geol., 42, 19–34.
Fukuda, M. K. (1978). “The entrainment of cohesive sediments in fresh water.” Ph.D. dissertation, Case Western Reserve Univ., Cleveland, Ohio.
Henderson, F. M. (1966). Open channel flow, MacMillan, New York.
Krone, R. B. (1962). “Flume studies of the transport of sediment in estuarial shoaling processes.” Final Rep., Hydraulic Engineering Laboratory and Sanitary Engineering Research Laboratory, Univ. of California at Berkeley, Berkeley, Calif.
Krone, R. B. (1993). “Sediment revisited.” Nearshore and estuarine cohesive sediment transport, A. J. Mehta, ed., American Geophysical Union, Washington, D.C., 108–125.
Maa, J. P.-Y. (1993). “VIMS sea carousel: Its hydrodynamic characteristics.” Nearshore and estuarine cohesive sediment transport, A. J. Mehta, ed., American Geophysical Union, Washington, D.C., 265–280.
Maa, J. P.-Y., and Kim, S. C. (2002). “A constant erosion rate model for fine sediment in the York River, Virginia.” Environ. Fluid Mech., 1, 343–360.
Maa, J. P.-Y., Lee, C.-H., and Chen, F. J. (1995). “VIMS sea carousel: Bed shear stress measurements.” Mar. Geol., 129(1/2), 129–136.
Mehta, A. J. (1973). “Depositional behavior of cohesive sediments.” Ph.D. dissertation, Univ. of Florida, Gainesville, Fla.
Mehta, A. J. (1991). “Review notes on cohesive sediment erosion.” Coastal Sediments, ’91, Vol. 1, N. C. Kraus, K. J. Gingerich, D. L. Kriebel eds., ASCE, Reston, Va., 4053.
Mehta, A. J., and Partheniades, E. (1975). “An investigation of the deposition properties of flocculated fine sediments.” J. Hydraul. Res., 13(4), 361–381.
Parchure, T. M., and Mehta, A. J. (1985). “Erosion of soft cohesive sediment deposits,” J. Hydraul. Eng., 111(10), 1308–1326.
Sanford, L. P., and Halka, J. P. (1993). “Assessing the paradigm of mutually exclusive erosion and deposition of mud, with examples from upper Chesapeake Bay.” Mar. Geol., 114, 37–57.
Sanford, L. P., and Maa, J. P.-Y. (2001). “Toward a unified erosion formulation for fine sediments.” Mar. Geol., 179, 9–23.
Toorman, E. R. (2002). “Modeling of turbulent flow with suspended cohesive sediment.” Fine sediment dynamics in the marine environment, J. C. Winterwerp and C. Kranenburg, eds., Elsevier, Amsterdam, The Netherlands, 155–171.
Winterwerp, J. C. (2002). “Scaling parameters for high-concentrated mud suspension in tidal flow.” Fine sediment dynamics in the marine environment, J. C. Winterwerp, and C. Kranenburg, eds., Elsevier, Amsterdam, The Netherlands, 171–186.
Winterwerp, J. C. (2006). “On the sedimentation rate of cohesive sediment.” Estuarine and coastal fine sediment dynamics—INTERCOH 2003, J. P.-Y. Maa, L. P. Sanford, and D. H. Schoellhamer, eds., Elsevier, Amsterdam, The Netherlands, 209–226.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 12December 2008
Pages: 1767 - 1771

History

Received: Apr 3, 2007
Accepted: Mar 3, 2008
Published online: Dec 1, 2008
Published in print: Dec 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Jerome Peng-Yea Maa [email protected]
Professor, Virginia Institute of Marine Science, College of William and Mary, Gloucester Point, VA 23062. E-mail: [email protected]
Jae-Il Kwon
Research Scientist, Korea Ocean Research and Development Institute, Ansan, South Korea.
Kyu-Nam Hwang
Professor, Chonbuk National Univ., Jeonju, 561-756, South Korea.
Ho-Kyung Ha
Graduate Student, Virginia Institute of Marine Science, College of William and Mary, Gloucester Point, VA 23062.

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