BEACH CHANGES CAUSED BY EXTENSION OF OFFSHORE BREAKWATER AND LIMITATIONS OF ARTIFICIAL REEFS CONSTRUCTED AS A MEASURE AGAINST BEACH EROSION
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Matsu-ura, T., T. Uda, T. Kumada, and M. Sumiya. 2010. Sand accumulation in wave-shelter zone of Oharai Port and change in grain size of seabed materials on nearby coast, Proc. 32nd ICCE, sediment.63, pp. 1-11.
Ozasa, H., and A. H. Brampton. 1980. Model for predicting the shoreline evolution of beaches backed by seawalls, Coastal Eng., Vol. 4, pp. 47-64.http://dx.doi.org/10.1016/0378-3839(80)90005-8
Sakai, K., T. Uda, M. Serizawa, T. Kumada, and Y. Kanda. 2006. Model for predicting threedimensional sea bottom topography of statically stable beach, Proc. 30th ICCE, pp. 3184-3196.
Serizawa, M., T. Uda, T. San-nami, K. Furuike, and T. Kumada. 2003. Improvement of contour line change model in terms of stabilization mechanism of longitudinal profile, Coastal Sediments '03, pp. 1-15.
Uda, T. 1997. Beach Erosion in Japan, Sankaido, Tokyo, p. 442. (in Japanese)
Uda, T. 2010. Japan's Beach Erosion - Reality and Future Measures, World Scientific, p. 418.
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