A platform for research: civil engineering, architecture and urbanism
Experiments on a Non-Wave Overtopping Type Seawall
A new type of seawall is proposed in this study. The seawall has a deep circular arc cross section and allows no wave overtopping any more. The critical crest elevation of the seawall, which defined as the minimum crest elevation on which the wave overtopping dose not occur at all, is investigated through the wave tank experiments. The wave pressures and wave forces acting on the seawall are also measured, and the characteristics of the wave pressure distribution and wave forces are examined.
Experiments on a Non-Wave Overtopping Type Seawall
A new type of seawall is proposed in this study. The seawall has a deep circular arc cross section and allows no wave overtopping any more. The critical crest elevation of the seawall, which defined as the minimum crest elevation on which the wave overtopping dose not occur at all, is investigated through the wave tank experiments. The wave pressures and wave forces acting on the seawall are also measured, and the characteristics of the wave pressure distribution and wave forces are examined.
Experiments on a Non-Wave Overtopping Type Seawall
Murakami, Keisuke (author) / Irie, I. (author) / Kamikubo, Y. (author)
25th International Conference on Coastal Engineering ; 1996 ; Orlando, Florida, United States
Coastal Engineering 1996 ; 1840-1851
1997-08-05
Conference paper
Electronic Resource
English
Experiments on a Non-Wave Overtopping Type Seawall
British Library Conference Proceedings | 1997
|Numerically Simulating Seawall Overtopping
British Library Conference Proceedings | 2001
|Wave overtopping models and seawall freeboards
British Library Conference Proceedings | 1999
|Development of Non Wave-Overtopping Type Seawall in Deep Water
British Library Conference Proceedings | 2005
|Wave overtopping rate of seawall in directional sea
British Library Conference Proceedings | 1995
|