TECHNICAL PAPERS
May 1, 1986

Mathematical Model for Littoral Drift

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 112, Issue 3

Abstract

The longshore sediment transport along the coast is investigated by use of detailed sediment transport models in the surf zone. Combined with a detailed description of the wave height and longshore current distribution in the surf‐zone, the littoral drift along the coast is calculated and presented in dimensionless diagrams for coasts with constant slope. The paper further analyzes the transverse distribution of the longshore sediment transport on a coast with bars. The last case is compared with field measurements.

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References

1.
Andersen, O. H., and Fredsøe, J., “Transport of suspended sediment along the coast,” Institute of Hydrodynamics and Hydraulic Engineering, Technical Univ. of Denmark, Prog. Rep. 59, 1983, pp. 33–46.
2.
Bagnold, R. A., “Experiments on a gravity‐free dispersion of large solid spheres in a Newtonian fluid under shear,” Proceeding Royal Society, London (A) 225, 49, 1954.
3.
Bakker, W. T., and van Doom, T., “Near‐bottom velocities in wave with current,” Coastal Engineering Conference, 1978, pp. 1394–1413.
4.
Battjes, J. A., “Computation of set‐up. Longshore currents, run‐up and over topping due to wind‐generated waves,” Delft Technishe Hogeschool, 1974, 244 pp.
5.
Bijker, E. A., “Longshore Transport Computations,” Journal of the Waterways, Harbors and Coastal Engineering Division, ASCE, Vol. 97, No. WW4, Nov., 1971, pp. 687–701.
6.
Dally, W. R., and Dean, R. G., “Suspended sediment transport and beach profile evolution,” Journal of Waterway Port Coastal and Ocean Engineering, ASCE, Vol. 110, No. 1, 1984.
7.
Danish Hydraulic Institute, “North Sea shore approach, monitoring of sedimentation in a dredged trench,” Research report, Copenhagen, 1984.
8.
Dean, R. G., Berek, E. P., Gable, C. G., and Seymour, J., “Longshore transport determined by an efficient trap,” Coastal Engr. Conf., 1982, pp. 954–968.
9.
Deigaard, R., Fredsøe, J., and Hedegaard, I. B., “Suspended sediment in the surf zone,” Vol. 112, No. 1, 1986, pp. 115–128.
10.
Dingier, J. R., and Inman, D. L., “Wave‐formed ripples in nearshore sands,” 15, Coastal Engineering Conference, 1976, pp. 2109–2126.
11.
Engelund, F., and Fredsøe, J., “A sediment transport model for straight alluvial channels,” Nordic Hydrology, 7, 1976, pp. 293–306.
12.
Engelund, F., and Hansen, E., “A monograph on sediment transport in alluvial streams,” Technical Press, Copenhagen, Denmark, 1972.
13.
Fredsøe, J., “The turbulent boundary layer in combined wave‐current,” Journal of Hydraulic Engineering, ASCE, Vol. 110, No. HY8, 1984, pp. 1103–1120.
14.
Fredsøe, J., Andersen, O. H., and Silberg, S., “Distribution of suspended sediment in large waves,” Journal of the Waterway Port Coastal and Ocean Engineering, ASCE, Vol. 111, No. 6, 1985, pp. 1041–1059.
15.
Grant, W. D., and Madsen, O. S., “Combined wave and current interaction with a rough bottom,” Journal of Geophysical Research, Vol. 84, 1979, pp. 1797–1808.
16.
Horikawa, K., and Kuo, C.‐T., “A study on wave transformation inside surf zone,” Coastal Engineering Conference, Vol. 1, 1966, pp. 217–233.
17.
Jonsson, I. G., Skovgaard, O., and Jacobsen, T. S., “Computation of longshore currents,” Proc. Coastal Engineering Conference, 1974, pp. 699–714.
18.
Komar, P. D., Beach processes and sedimentation, Prentice Hall, Inc., Englewood Cliffs, N.J., 1976.
19.
Komar, P. D., and Inman, D. L., “Longshore sand transport on beaches,” Journal of Geophysical Research, Vol. 75, No. 30, 1970, pp. 5914–5927.
20.
Longuet‐Higgins, M. S., “Longshore currents generated by Obliquely Incident Sea Waves, 1 and 2,” Journal of Geophysical Research, Vol. 75, 1970, pp. 6778–6801.
21.
Mangor, K., Sørensen, T., and Navntoft, E., “Shore approach at the Danish North Sea Coast, monitoring of sedimentation in a dredged trench,” Proc. Coastal Engineering Conference. In print, 1984.
22.
Nielsen, P., “Some basic concepts of wave sediment transport,” Series Paper 10, Inst. of Hydrodyn. and Hydraulic Engineering, Techn. Univ. of Denmark, 1979.
23.
Rasmussen, P., and Fredsøe, J., “Measurements of sediment transport in combined waves and current,” Prog. Rep. 53, Inst. of Hydrodyn. and Hydraulic Engineering, Techn. Univ. of Denmark, 1981, pp. 27–30.
24.
Stive, M. J. F., “Velocity and pressure field of spilling breakers,” Delt Hydraulics Laboratory, No. 233, 1980.
25.
Tucker, M. J., Carr, A. P., and Pitt, E. G., “The effect of an offshore bar in attenuating waves,” Coastal Engineering, Vol. 7, No. 2, 1983, pp. 122–144.
26.
U.S. Army, Coastal Engineering Research Center, Shore Protection Manual, third edition, 1977.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 112Issue 3May 1986
Pages: 351 - 369

History

Published online: May 1, 1986
Published in print: May 1986

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Authors

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Rolf Deigaard
Hydr. Engr., Danish Hydraulic Institute, Agern Alle 5 DK‐2970 Hørsholm, Denmark
Jørgen Fredsøe
Assoc. Prof., Inst. of Hydrodynamics and Hydr. Engrg. (ISVA), Tech. Univ., Denmark, DK‐2800 Lyngby, Denmark
Ida Brøker Hedegaard
ISVA. (Present address: Danish Hydraulic Institute)

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