96
Coastal Engineering: Theory and Practice
Ogawa, Y. and Shuto, N. (1984). Run-up of periodic waves on beaches of nonuniform slope, Proc. 19th Int. Conf. Coastal Engineering, pp. 328-344.
Schneider, C. (1981). The littoral environment observation (LEO) data collection
program, Coastal Engg. Tech Aid No. 81-5, US Army Corps of Engineers,
CERC, Fort Belvoir, 24p.
Smith, J. M. and Kraus, N. C. (1990). Laboratory study on macro-features of
wave breaking over bars and artificial reefs, Technical Report CERC-90-12,
WES, U.S. Army Corps of Engineers.
Sunamura, T. and Horikawa, K. (1974). Two-dimensional shore transformation
due to waves, Proc, l^th Coastal Eng. Conf., ASCE, pp. 920-938.
U.S. Army Corps of Engineers (2002). Coastal Engineering Manual (CEM),
Engineer Manual 1110-2-1100, U.S. Army Corps of Engineers, Washington,
D.C. (6 volumes).
Van Rijn, L. C. (1993). Principles of sédiment transport in rivers, estuaries and
Coastal seas, Aqua Publications, Amsterdam, The Netherlands.
Van Rijn, L. C. (1997). Sédiment transport and budget of the central Coastal zone
of Holland, Coastal Engineering, 32, 61-90.
Van Rijn, L. C. (2011). Coastal érosion and control, Journal of Océan and Coastal
Management, 30, 1-21.
Walton, T. E. (1980). Littoral sand transport from longshore currents, Technical Note, Journal of Waterways, Port, Coastal and Océan Engineering,
106(WW4), pp. 483-487.