3. Sédiment Transport
95
References
Bagnold, R. A. (1966). An approach to the sédiment transport problem from
general physics, U.S. Geological Survey Professional Paper 422-1.
Battjes, J. A. (1974). Computation of set-up, longshore currents, run-up and
overtopping due to wind-generated waves, Rept. No. 74-2, Delft Tech ni cal
University, Delft, The Netherlands.
Battjes, J. A. (1974). Surf similarity, Proc, llRh International Conférence on
Coastal Engineering, Copenhagen, Denmark, ASCE, pp. 466-480.
Berg, D. W. (1969). Systematic collection of beach data, Proc, of the llth
Conférence Coastal Engineering, London, September 1968, 273-97.
CERC. (1984). Shore Protection Manual, Vol. I, CERC Dept. of the Army, U.S.
Army Corps of Engineers, Washington.
Dorrestein R. (1961). Wave set-up on a beach, Proc. 2nd. Tech. Conf. on
Hurricanes, Miami Beach, Fia. pp. 230-241. U.S. Dept. of Commerce, Nat.
Hurricane Res. Proj. Rep. No. 50.
Kamphuis, J. W. (1991). Alongshore sédiment transport rate, Journal of Waterway, Port, Coastal and Océan Engineering, 117, 624-640.
Komar, P. D. (1975). Nearshore currents: génération by obliquely incident waves
and longshore variations in breaker height, Proc. Symp. on Nearshore Sédiment Dynamics. Eds. J.R. Hails and A. Carr, Wiley, London, pp. 17-45.
Komar, P. D. (1979). Beach slope dependence of longshore currents, Journal of
Waterway, Port, Coastal and Océan Engineering, Vol. 105, WW4.
Komar, P. D. and Gaughan, M. K. (1972). Airy wave theory and breaker height
prédiction, Proc. 13th Coastal Eng. Conf., 405-418.
Kraus, N. C. and Larson, M. (1988). Prédiction of initial profile adjustment of
nourished beaches 10 wave action, Proc. Beach Préservation Technology ’88,
Florida Shore and Beach Préservation Association, 125-137.
Kriebel, D. L. and Dean, R. G. (1985). Numerical simulation of time-dependent
beach and dune érosion, Coastal Engrg., 9, 221-245.
Larson, M. and Kraus, N. C. (1989). SBEACH: numerical model for simulating storm induced beach change; Report 1, empirical foundation and model
development, Tech. Rep. CERC-89-9. Coastal Engrg. Res. Center, U.S. Army
Engr. Waterways Expt. Stn., Vicksburg, MS.
Longuet-Higgins, M. S. (1970). Longshore current generated by obliquely incident
sea waves, J. Geophys. Res. 75, 6778-6801.
Longuet-Higgins M. S. and Stewart R. W. (1960). Changes in the form of short
gravity waves on long waves and tidal currents, J. Fluid Mech. 8, 565-583.
Longuet-Higgins M. S. and Stewart R. W. (1962). Radiation stress and mass
transport in gravity waves, with application to “surf-beats”, J. Fluid Mech.
13, 481-504.
Losada, M. A. and Giménez-Curto, L. A. (1982). Mound breakwaters under
oblique wave attack; a working hypothesis, Coastal Engineering, 6, pp. 83-92.
Mei, C. C. (1983). The Applied Dynamics of Océan Surface Waves, John
Wiley & Sons.
95
References
Bagnold, R. A. (1966). An approach to the sédiment transport problem from
general physics, U.S. Geological Survey Professional Paper 422-1.
Battjes, J. A. (1974). Computation of set-up, longshore currents, run-up and
overtopping due to wind-generated waves, Rept. No. 74-2, Delft Tech ni cal
University, Delft, The Netherlands.
Battjes, J. A. (1974). Surf similarity, Proc, llRh International Conférence on
Coastal Engineering, Copenhagen, Denmark, ASCE, pp. 466-480.
Berg, D. W. (1969). Systematic collection of beach data, Proc, of the llth
Conférence Coastal Engineering, London, September 1968, 273-97.
CERC. (1984). Shore Protection Manual, Vol. I, CERC Dept. of the Army, U.S.
Army Corps of Engineers, Washington.
Dorrestein R. (1961). Wave set-up on a beach, Proc. 2nd. Tech. Conf. on
Hurricanes, Miami Beach, Fia. pp. 230-241. U.S. Dept. of Commerce, Nat.
Hurricane Res. Proj. Rep. No. 50.
Kamphuis, J. W. (1991). Alongshore sédiment transport rate, Journal of Waterway, Port, Coastal and Océan Engineering, 117, 624-640.
Komar, P. D. (1975). Nearshore currents: génération by obliquely incident waves
and longshore variations in breaker height, Proc. Symp. on Nearshore Sédiment Dynamics. Eds. J.R. Hails and A. Carr, Wiley, London, pp. 17-45.
Komar, P. D. (1979). Beach slope dependence of longshore currents, Journal of
Waterway, Port, Coastal and Océan Engineering, Vol. 105, WW4.
Komar, P. D. and Gaughan, M. K. (1972). Airy wave theory and breaker height
prédiction, Proc. 13th Coastal Eng. Conf., 405-418.
Kraus, N. C. and Larson, M. (1988). Prédiction of initial profile adjustment of
nourished beaches 10 wave action, Proc. Beach Préservation Technology ’88,
Florida Shore and Beach Préservation Association, 125-137.
Kriebel, D. L. and Dean, R. G. (1985). Numerical simulation of time-dependent
beach and dune érosion, Coastal Engrg., 9, 221-245.
Larson, M. and Kraus, N. C. (1989). SBEACH: numerical model for simulating storm induced beach change; Report 1, empirical foundation and model
development, Tech. Rep. CERC-89-9. Coastal Engrg. Res. Center, U.S. Army
Engr. Waterways Expt. Stn., Vicksburg, MS.
Longuet-Higgins, M. S. (1970). Longshore current generated by obliquely incident
sea waves, J. Geophys. Res. 75, 6778-6801.
Longuet-Higgins M. S. and Stewart R. W. (1960). Changes in the form of short
gravity waves on long waves and tidal currents, J. Fluid Mech. 8, 565-583.
Longuet-Higgins M. S. and Stewart R. W. (1962). Radiation stress and mass
transport in gravity waves, with application to “surf-beats”, J. Fluid Mech.
13, 481-504.
Losada, M. A. and Giménez-Curto, L. A. (1982). Mound breakwaters under
oblique wave attack; a working hypothesis, Coastal Engineering, 6, pp. 83-92.
Mei, C. C. (1983). The Applied Dynamics of Océan Surface Waves, John
Wiley & Sons.