TECHNICAL PAPERS
Aug 16, 2004

Soft Cliff Recession under Oblique Waves: Physical Model Tests

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 130, Issue 5

Abstract

Laboratory experiments have been performed to investigate the recession of soft cliffs due to oblique wave actions. The experiments were conducted in a wave tank with irregular waves. A test cliff was constructed of wet sand and (in one test) a sand/clay mixture, which was found to be appropriate for simulating the principal failure mode of soft cliffs fronted by erodeable beaches. The recession process is characterized by the following sequence: toe erosion—cliff failure—erosion of debris—toe erosion. The recession of the cliff top was measured from still photographs taken by an overhead camera. The longshore and cross-shore extents of individual failures and the time interval between two successive failures are obtained.

Get full access to this article

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

References

Battjes, J. A. (1974). “Surf similarity.” Proc., Int. Conf. on Coastal Engineering, ASCE, New York, 466–479.
Damgaard, J. S., and Mitchener, H. J. (1997). “River bank recession: Experiments on cohesive and non-cohesive banks.” Proc., 3rd Int. Conf. on River Flood Hydraulics, Univ. of Stellenbosch, Stellenbosch South Africa, and HR Wallingford, U.K., 313–325.
Dick, T. M., and Zeman, A. J. (1983). “Coastal processes on soft shores.” Proc., Canadian Coastal Conf., 19–35.
Emery, K. O., and Kuhn, G. G.(1982). “Sea cliffs: Their process, profiles, and classification.” Geol. Soc. Am. Bull., 93, 644–654.
Horikawa, K., and Sunamura, T.(1970). “A study on erosion of coastal cliffs and submarine bedrocks.” Coast. Eng. Japan, 13, 127–139.
Hutchison, J. N. (1976). “Coastal landslides in the cliffs of Pleistocene deposits between Cromer and Overstrand, Norfolk, England.” Laurits Bjerrum memorial volume, Oslo, Norway, 155–182.
Jones, J. R., Cameron, B., and Fisher, J. J.(1993). “Analysis of cliff retreat and shoreline erosion: Thompson Island, Mass.”, J. Coastal Res., 9(1), 87–96.
Kamphuis, J. W.(1975). “Friction factor under oscillatory waves.” J. Waterw., Harbors Coastal Eng. Div., Am. Soc. Civ. Eng., 101(2), 135–144.
Kamphuis, J. W.(1987). “Recession rate of glacial till bluffs.” J. Waterw., Port, Coastal, Ocean Eng., 113(1), 60–73.
Kamphuis, J. W. (2000). Introduction to coastal engineering and management, World Scientific, Singapore.
Komar, P., and Shih, S.-M.(1993). “Cliff erosion along the Oregon coast: A Tectonic-Sea level imprint plus local controls by beach processes.” J. Coastal Res., 9(3), 747–765.
Kraus, N. C., and Larson, M. (1988). “Beach profile change measured in the tank for large waves, 1956–1957 and 1962.” Tech. Rep. No. CERC-88-6, U.S. Army Corps of Engineers, Coastal Engineering Research Center, Waterways Experimental Station, Vicksburg, Miss.
Nairn, R. B. (1986). “Physical modelling of wave erosion on cohesive profiles.” Proc., Symp. Cohesive Shores, National Research Council, Canada, 210–225.
Newbury, R. W., and McCullough, R. K.(1984). “Shoreline erosion and restabilization in the Southern India lake reservoir.” Can. J. Aquatic Sci.,41(4), 558–566.
Peet, A. H., and Damgaard, J. S. (1997). “Erosion of dry areas, recession experiments under wave-current conditions, data report.” HR Wallingford Rep. No. TR41, Wallingford, U.K.
Sanders, N. K.(1968). “Wave tank experiments on the erosion of rocky coasts.” Pap. Proc. R. Soc. Tasmania,102, 11–16.
Skafel, M. G., and Bishop, C. T.(1994). “Flume experiments on the erosion of till shores by waves.” Coastal Eng., 23, 329–348.
Sunamura, R. (1983). “Processes of sea cliff and platform erosion.” CRC handbook of coastal processes and erosion, P. D. Komar, ed., Chemical Rubber Corp., Boca Raton, Fla., 233–265.
Sunamura, T. (1992). Geomorphology of rocky coasts, Wiley, Chichester, U.K.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 130Issue 5September 2004
Pages: 234 - 242

History

Received: Jan 15, 2002
Accepted: Dec 17, 2003
Published online: Aug 16, 2004
Published in print: Sep 2004

Permissions

Request permissions for this article.

Authors

Affiliations

J. S. Damgaard
HR Wallingford, Middle East Office, P.O. Box 1286, Dubai, U.A.E.
P. Dong
Dept. of Civil Engineering, Univ. of Dundee, Dundee DD1 4HN, UK.

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