HI. Sediment Transport
149
Battjes, J.A., 1974, Surf Similarity, Proc. 14th Conf. on Coastal Engineering.
Bijker, E.W., 1967, Some Considerations about Scales for Coastal Models with
Movable Bed, Delft Hydraulics Laboratory, Publication No. 50.
Bijker, E.W., 1968, Littoral Drift as Function of Waves and Current, Delft
Hydraulics Laboratory, Publication No. 5R
Bruun, P., 1954, Coast Erosion and the Development of Beach Profiles, U.S.
Army Beach Erosion Board, TM-44.
Dall3'mple, R.A., & Thompson, W.W., 1976, Study of Equilibrium Beach
Profiles, Proc. 15th Coastal Engineering Conference.
Dean, R.G, 1973, Heuristic Models of Sand Transport in the Surf Zone, Proc.
First Australian Conference on Coastal Engineering, Sydney, May 1973.
Dean, R.G.,1977, Equilibrium Beach Profiles : U.S. Atlantic and Gulf Coasts,
University of Delaware, Newark, Ocean Engineering Technical Report No. 12.
Dean, R.G,, 1983a, Shoreline Erosion Due to Extreme Storms and Sea-level Rise,
University of Florida, Coastal and Oceanographic Engineering Department,
Tallahassee, FL.
Dean, R.G., 1983b, Principles of Beach Nourishment in : CERC Itandbook of
Coastal Processes and Erosion (ed. Komar, P.D.)
Deigaard, R., Fredsoe, J., & Hedegaard, I.B., 1986, Mathematical Model for
Littoral Drift, J. Waterways, Ports, Coasts and Ocean Eng., ASCE, 112, 3:351 -
369.
Delft Hydraulics Laboratory, 1978, Berekeningen van de Kustlijn ten Oosten van
Zeebrugge (Computations of the Coastline East of Zeebrugge), Report R1301.
Hulsbergen, C.H., Bakker, W.T., & van Bochove, G., 1976, Experimental
Verification of Groyne Theory. Proc. 15th Coastal Eng. Conf. ASCE, pp. 1439 -
1458.
Inman, D.L., & Bagnold, R.A., 1963, Littoral Processes, In : The Sea: Ideas and
Observations, Vol. 3, Interscience, New York.
Iwagaki, Y., & Noda, H., 1962, Laboratory Study of Scale Effect in TwoDimensional Beach Processes. Proc. 8th Coastal Engineering Conference.
Johnson, J.W., 1949, Scale Effects in Hydraulic Models Involving Wave Motion,
Trans. American Geophysical Union. Vol. 30, No. 4.
149
Battjes, J.A., 1974, Surf Similarity, Proc. 14th Conf. on Coastal Engineering.
Bijker, E.W., 1967, Some Considerations about Scales for Coastal Models with
Movable Bed, Delft Hydraulics Laboratory, Publication No. 50.
Bijker, E.W., 1968, Littoral Drift as Function of Waves and Current, Delft
Hydraulics Laboratory, Publication No. 5R
Bruun, P., 1954, Coast Erosion and the Development of Beach Profiles, U.S.
Army Beach Erosion Board, TM-44.
Dall3'mple, R.A., & Thompson, W.W., 1976, Study of Equilibrium Beach
Profiles, Proc. 15th Coastal Engineering Conference.
Dean, R.G, 1973, Heuristic Models of Sand Transport in the Surf Zone, Proc.
First Australian Conference on Coastal Engineering, Sydney, May 1973.
Dean, R.G.,1977, Equilibrium Beach Profiles : U.S. Atlantic and Gulf Coasts,
University of Delaware, Newark, Ocean Engineering Technical Report No. 12.
Dean, R.G,, 1983a, Shoreline Erosion Due to Extreme Storms and Sea-level Rise,
University of Florida, Coastal and Oceanographic Engineering Department,
Tallahassee, FL.
Dean, R.G., 1983b, Principles of Beach Nourishment in : CERC Itandbook of
Coastal Processes and Erosion (ed. Komar, P.D.)
Deigaard, R., Fredsoe, J., & Hedegaard, I.B., 1986, Mathematical Model for
Littoral Drift, J. Waterways, Ports, Coasts and Ocean Eng., ASCE, 112, 3:351 -
369.
Delft Hydraulics Laboratory, 1978, Berekeningen van de Kustlijn ten Oosten van
Zeebrugge (Computations of the Coastline East of Zeebrugge), Report R1301.
Hulsbergen, C.H., Bakker, W.T., & van Bochove, G., 1976, Experimental
Verification of Groyne Theory. Proc. 15th Coastal Eng. Conf. ASCE, pp. 1439 -
1458.
Inman, D.L., & Bagnold, R.A., 1963, Littoral Processes, In : The Sea: Ideas and
Observations, Vol. 3, Interscience, New York.
Iwagaki, Y., & Noda, H., 1962, Laboratory Study of Scale Effect in TwoDimensional Beach Processes. Proc. 8th Coastal Engineering Conference.
Johnson, J.W., 1949, Scale Effects in Hydraulic Models Involving Wave Motion,
Trans. American Geophysical Union. Vol. 30, No. 4.