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Wave overtopping of sea defenses and related structures

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1 Wave overtopping of sea defenses and related structures
1 Goda, Y. (1971). ‘‘Expected rate of irregular wave overtopping of seawalls.’’ Coast. Engrg. in Japan, 17, 117–128. 2 Battjes, J. A. (1974). ‘‘Computation of set-up, longshore currents, run-up and overtopping due to wind-generated waves.’’ Communications on hydraulics, Rep. No. 74-2, Delft University of Technology, Delft, The Netherlands. 3 Owen, M. W. (1980). ‘‘Design of seawalls allowing for wave overtopping.’’ Report EX 924, HR Wallingford, United Kingdom. 4 U.S. Army, Coastal Engineering Research Center. (1984). Shore protection manual. U.S. Government Printing Office, Washington, D.C. 5 Jensen, O. J., and Juhl, J. (1987). ‘‘Wave overtopping on breakwaters and sea dikes.’’ Proc., 2nd COPEDEC Conf., Bejing, China. 6 De Waal, J. P., and Van der Meer, J. W. (1992). ‘‘Wave runup and overtopping on coastal structures.’’ Proc., 23rd Int. Conf. on Coast. Engrg., Vol. II, ASCE, New York, 1758–1771. 7 Van der Meer, J. W., and Janssen, J. P. F. M. (1994). ‘‘Wave run-up and wave overtopping at dikes.’’ Wave forces on inclined and vertical wall structures, N. Kobayashi and Z. Demirbilek, eds., ASCE, New York. 8 De Waal, J. P., Tonjes, P., and Van der Meer, J. W. (1996). ‘‘Wave overtopping of vertical structures including wind effect.’’ Proc., 25th Int. Conf. on Coast. Engrg., ASCE, New York, 2216–2229. Ya-Chen Lin (林亞震) , born in Taiwan on Jan. 3, I am currently a bachelor student at the Department of Harbor and River Engineering at National Taiwan Ocean University. My interest is on the wave overtopping of sea defenses and related structures in coastal engineering. or Y.C. Lin製


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