Wave Runup and Overtopping at Seawalls Built on Land and in Very Shallow Water

Author:

Mase Hajime1,Tamada Takashi2,Yasuda Tomohiro3,Hedges Terence S.4,Reis Maria T.5

Affiliation:

1. Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan (corresponding author). E-mail address:

2. Senior Engineer, IDEA Consultants, Inc., 2-2-2 Hayabuchi, Tsuduki, Yokohama, Kanagawa 224-0025, Japan.

3. Assistant Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

4. Honorary Research Fellow, School of Engineering, Univ. of Liverpool, Brownlow Hill, Liverpool L69 3GH, U.K.

5. Research Officer, National Civil Engineering Laboratory, Harbours and Maritime Structures Division, Ave. do Brasil 101, Lisbon 1700-066, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference27 articles.

1. de Waal J. P. and van der Meer J. W. (1993). “Wave run-up and overtopping on coastal structures” Proc. 23rd Int. Conf. on Coastal Eng. 1992 ASCE New York 1758–1771.

2. Random Seas and Design of Maritime Structures

3. Derivation of unified wave overtopping formulas for seawalls with smooth, impermeable surfaces based on selected CLASH datasets

4. Laboratory investigation on the overtopping rate of seawalls by irregular waves;Goda Y.;Rep. Port Harbour Res. Inst.,1975

5. Modified Hunt’s Equation Incorporating Wave Setup

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