TECHNICAL PAPERS
Nov 1, 1991

Alongshore Sediment Transport Rate

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

Abstract

This paper describes a study of alongshore sediment transport rate based on three‐dimensional hydraulic model experiments performed with regular and irregular waves. Deep‐water wave conditions, wave heights through the surf zone, wave‐breaking angles, longshore current velocity distribution, and the bed‐load and suspended‐load sediment transport distributions are measured simultaneously to form a coherent data set. An expression is developed linking sediment transport rate to wave steepness, beach slope, relative grain size, and breaking angle. The expression compares well with published field data.

Get full access to this article

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

References

1.
Bruno, R. O., Dean, R. G., and Gable, C. G. (1980). “Littoral transport evaluations at a detached breakwater.” Proc. 17th Int. Conference on Coast. Engrg., 1453–1476.
2.
Gable, C. G. (1981). “Report on data from NSTS experiment at Leadbetter Beach, Santa Barbara, California.” Report No. 80–5, Univ. of California, Inst. of Marine Resour.
3.
Inman, D. L., Zampol, J. A., White, T. E., Hanes, D. M., Waldorf, B. W., and Kastens, K. A. (1980). “Field measurements of sand motion in the surf zone.” Proc. 17th Int. Conference on Coast. Engrg., 1215–1233.
4.
Kamphuis, J. W. (1991a). “Alongshore sediment transport rate distribution.” Proc., Coastal Sediments '91, ASCE (to be published).
5.
Kamphuis, J. W. (1991b). “Incipient wave breaking,” Coast. Engrg. (to be published).
6.
Kamphuis, J. W. (1991c), “Peaks in the cross‐shore distribution of littoral drive rate.” Proc. 24th Congress of the Int. Assoc. Hydr. Res., International Association of Hydraulic Research (to be published).
7.
Kamphuis, J. W. (1991d). “Wave transformation.” Coast. Engrg. (to be published).
8.
Kamphuis, J. W., Davies, M. H., Nairn, R. B., and Sayao, O. J. (1986). “Calculation of littoral sand transport rate.” Coast. Engrg., 10, 1–21.
9.
Kamphuis, J. W., and Kooistra, J. (1990). “Three‐dimensional mobile bed hydraulic model studies of wave breaking, circulation and sediment transport processes,” Proc. Canadian Coastal Conference '90, National Research Council of Canada, Associate Committee on Shoreline (ACOS), 363–386.
10.
Kamphuis, J. W., and Readshaw, J. S. (1978). “A model study of alongshore sediment transport rate.” Proc. 16th Int. Conference on Coast. Engrg., 1656–1674.
11.
Kamphuis, J. W., and Sayao, O. J. (1982). “Model tests on littoral transport rate.” Proc. 18th Int. Conference on Coast. Engrg., 1305–1325.
12.
Kana, T. W. (1977). “Suspended sediment transport at Price Inlet, S.C.” Proc. Coastal Sediments 77, ASCE, 1069–1088.
13.
Kana, T. W., and Ward, L. G. (1980). “Nearshore suspended sediment load during storms and post‐storm conditions.” Proc. 17th Int. Conference on Coastal Engrg., 1158–1171.
14.
Komar, P. D. (1969). “The longshore transport of sand on beaches,” thesis presented to the University of California at San Diego, California, in partial fulfillment of the requirement for the degree of Doctor of Philosophy.
15.
Kooistra, J., and Kamphuis, J. W. (1984). “Scale effects in alongshore sediment transport rates.” Canadian Coastal Sediment Study Report No. C2S2–13, Nat. Res. Council of Canada, Ottawa, Canada.
16.
Kraus, N. C., Isobe, M., Igarashi, H., Sasaki, T., and Horikawa, K. (1982). “Field experiments on longshore sand transport in the surf zone.” Proc. 18th Int. Conference on Coast. Engrg., 969–988.
17.
Kraus, N. C., and Sasaki, T. O. (1979). “Effects of wave angle and lateral mixing on the longshore current.” Coast. Engrg. in Japan, 22, 59–74.
18.
Liu, P. L.‐F., and Dalrymple, R. A. (1978). “Bottom frictional stresses and longshore currents due to waves with large angles of incidence.” J. Marine Res., 36, 357–375.
19.
Readshaw, J. S. (1979). “A model study of alongshore sediment transport,” thesis presented Queen's University at Kingston, Ontario, Canada, in partial fulfillment of the requirements for the degree of Master of Science.
20.
Shore protection manual. (1984). 4th Ed., Coast. Engrg. Res. Ctr., U.S. Army Corps Engrs., Vicksburg, Va.
21.
Van Hijum, E., and Pilarczyk, K. W. (1982). “Equilibrium profile and longshore transport of coarse material under regular and irregular wave attack.” Delft Hydr. Lab. Publication 274.
22.
Watts, G. M. (1953). “A study of sand movement at South Lake Worth Inlet, Florida.” Tech. Memo. No. 42, U.S. Army Corps of Engrgs. Beach Erosion Board.

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: 624 - 640

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

J. William Kamphuis, Member, ASCE
Prof., Dept. of Civ. Engrg., Queen's Univ., Kingston, Ontario, Canada K7L 3N6

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