TECHNICAL PAPERS
Jan 1, 1991

Longshore Currents in Two Laboratory Studies: Relevance to Theory

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 117, Issue 1

Abstract

Most post‐1970 theoretical studies of longshore current velocity extend the radiation stress theory of Longuet‐Higgins. Of the two larger sets of laboratory data (1949, 1963) available to test theories, Longuet‐Higgins used the 1963 data and considered but did not use the 1949 data. Most post‐1970 theories reverse these judgments and rely on the 1949 data. Such theories must be reevaluated. The 1949 data are 37 experiments, of which 22 were run on slopes steeper than all but the steepest natural foreshores; 12 of 37 published breaker angles exceed the generator angle; breaker depth‐to‐height ratios for the steep laboratory slopes were computed (not measured) using empirical curves from flat field slopes; and dimensionless velocities have a unique distribution. Breaker angle is the most sensitive variable determining longshore current velocity. Properly defined breaker angles require duplicate measurements along the test beach. The test velocity selected to compare with theory must account for the nonuniformity of most laboratory currents. An erroneous column heading in a 1967 listing of the 1963 data misled some subsequent investigators.

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References

1.
Basco, D. R. (1983). “Surfzone currents.” Coastal Eng., 7(4), 331–355.
2.
Brebner, A., and Kamphuis, J. A. (1963). “Model tests on relationship between deep‐water wave characteristics and longshore currents.” Queen's University Civil Engineering Research Report 31, Civ. Engrg. Dept., Queens Univ. at Kingston, Ontario, Canada, Aug.
3.
Galvin, C. J., Jr. (1963). “Longshore currents on a laboratory beach,” thesis presented to the Massachusetts Institute of Technology, at Cambridge, Mass., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
4.
Galvin, C. J., Jr. (1967). “Longshore current velocity: A review of theory and data.” Reviews of Geophys., 5(3), 287–304.
5.
Galvin, C. J., Jr. (1973). “A gross longshore transport rate formula.” Proc. 13th Coastal Engrg. Conf., ASCE, Jul., 953–970.
6.
Galvin, C. (1987). “The continuity equation for longshore current velocity with breaker angle adjusted for a wave‐current interaction.” Coastal Eng., 11(2), 115–129.
7.
Galvin, C. (1990). “Putnam's original laboratory data and the prediction of longshore current velocity.” Book of abstracts ICCE '90, Coastal Engineering Research Council of the American Society of Civil Engineers, Delft, The Netherlands, 321–322.
8.
Galvin, C. J., Jr., and Eagleson, P. S. (1964). “Experimental study of longshore currents on a plane beach.” Hydrodynamics Laboratory Report No. 63, Mass. Inst. of Tech., Cambridge, Mass., May.
9.
Galvin, C. J., Jr., and Eagleson, P. S. (1965). “Experimental study of longshore currents on a plane beach.” Technical Memorandum No. 10, U.S. Army Coastal Engrg. Res. Ctr., Dept. of Army Corps of Engrs., Washington, D.C.
10.
Galvin, C. J., Jr., and Nelson, R. A. (1967). “Compilation of longshore current data.” Miscellaneous Paper No. 2–67, U.S. Army Coastal Engrg. Res. Ctr., Dept. of Army Corp of Engrs., Washington, D.C., Mar.
11.
Iversen, H. W. (1952). “Laboratory study of breakers.” National Bureau of Standards Circular 521, U.S. Government Printing Office, Washington, D.C., 9–32.
12.
Kim, K. H., Sarawagi, T., and Deguchi, I. (1987). “Lateral mixing and wave direction in the wave‐current interaction region.” Proc. Coastal Engrg.,1986, 1, ASCE, New York, N.Y., 366–380.
13.
Komar, P. D. (1975). “Nearshore currents: Generation by obliquely incident waves and longshore variations in breaker height.” Nearshore sediment dynamics and sedimentation. J. R. Hails and A. P. Carr, eds., John Wiley and Sons, London, United Kingdom, 17–45.
14.
Komar, P. D. (1979). “Beach slope dependence of longshore currents.” J. Wtrwy., Port, Coast, and Oc. Div., ASCE, 105(4), 460–464.
15.
Komar, P. D., and Oltman‐Shay, Jr. (1989). Discussion of“The continuity equation for longshore current velocity with breaker angle adjusted for a wave‐current interaction.” by Cyril Galvin, Coastal Eng., 13(4), 379–386.
16.
Kraus, N. C., and Sasaki, T. O. (1979). “Effects of wave angle and lateral mixing on the longshore current.” Coastal Eng. Jpn., 22, 59–74.
17.
Liu, P. L.‐F., and Dalrymple, R. A. (1978). “Bottom frictional stresses and longshore currents due to waves with large angles of incidence.” J. Mar. Res., 36(2), 357–375.
18.
Longuet‐Higgins, M. S. (1970a). “Longshore currents generated by obliquely incident sea waves, 1.” J. Geophys. Res., 75(33), 6778–6789.
19.
Longuet‐Higgins, M. S. (1970b). “Longshore currents generated by obliquely incident sea waves, 2.” J. Geophys. Res., 75(33), 6790–6801.
20.
Losada, M. A., Sanchez‐Arcilla, A., and Vidal, C. (1987). “Another approach to longshore current evaluation.” Proc. 20th Int. Conf. on Coastal Engrg. (Taipei), ASCE, 2, 1361–1377.
21.
Madsen, O. S., Ostendorf, D. W., and Reyman, A. S. (1978). “A longshore current model.” Proc. Coastal Zone '78, ASCE, 3, 2332–2341.
22.
Mizuguchi, J., and Horikawa, K. (1978). “Experimental study of longshore current velocity distribution.” Bulletin of Faculty of Sci. and Engrg., 21, 123–150.
23.
Mizuguchi, M., Oshima, Y., and Horikawa, K. (1978). “Laboratory experiments on longshore current.” Proc. 25th Conf. Coastal Engrg., Japan Society of Civil Engineers (in Japanese).
24.
Mizuguchi, M., Kobayashi, K., Okuyama, M., and Morita, Y. (1979). “Experimental study of influence of bottom roughness on the longshore current.” Bulletin of Faculty of Sci. and Engrg., 22, 205–219.
25.
Putnam, J. A., and Chinn, A. J. (1945). “Report on model studies on the transition of waves in shallow water.” Report HE‐116–105, Univ. of California, Berkeley, Calif.
26.
Putnam, J. A., Munk, W. H., and Traylor, M. A. (1949). “The prediction of longshore currents.” Trans. Amer. Geophysical Union, 30(3), 337–345.
27.
Shore protection manual. (1984). U.S. Army Coastal Engineering Research Center, Department of the Army, Corps of Engineers, Washington, D.C.
28.
Visser, P. J. (1982). “The proper longshore current in a wave basin.” Communications on Hydraulics, Report 82–1, Dept. of Civ. Engrg., Delft Univ. of Tech., Delft, the Netherlands.
29.
Visser, P. J. (1984). “A mathematical model of uniform longshore currents and the comparison with laboratory data.” Communications on Hydraulics, Report No. 84–2, Dept. of Civ. Engrg., Delft Univ. of Tech., Delft, the Netherlands.
30.
Weggel, J. R. (1972). “Maximum breaker height.” J. Wtrwy., Harb., and Coast. Engrg. Div., ASCE, 98(4), 529–548.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 117Issue 1January 1991
Pages: 44 - 59

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

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Cyril Galvin, Member, ASCE
Prin. Coastal Engr., Cyril Galvin, Coastal Engr., Box 623, Springfield, VA 22150

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