2007土木学会論文集B2(海岸工学)Open access

Examination of Countermeasures against Wave Overtopping around Revetment using Numerical Wave Flume

Koji Kawasaki, Masami KIKU, Kazuya MAEZATO, Toshihiko KOMESU, Hiroshi Shimada, Hisaaki GOMI, Tetsuro Shibata, Naoki Itabashi

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Abstract

The purpose of this study is to numerically discuss countermeasures against wave overtopping around a coastal revetment in main Okinawa Island using a numericalw ave flume ‘CADMAS-SURFO’. ptimumc rest height and wave overtopping quantity were examined for three types of revetments of an upright seawall with an offshore breakwater, a seawall covered with wave-dissipating blocks and a flaring-shaped seawall. As a result, it was revealed that the countermeasurec an be selected so as to adapt to the characteristics of the region based on the numericalr esults taking into account economy efficiency of construction, landscape and the coastal environment. The numerical wave flume ‘CADMAS-SURF’ was, therefore, found to be useful in the examination of countermeasures against wave overtopping.

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The purpose of this study is to numerically discuss countermeasures against wave overtopping around a coastal revetment in main Okinawa Island using a numericalw ave flume ‘CADMAS-SURFO’. ptimumc rest height and wave overtopping quantity were examined for three types of revetments of an upright seawall with an offshore breakwater, a seawall covered with wave-dissipating blocks and a flaring-shaped seawall. As a result, it was revealed that the countermeasurec an be selected so as to adapt to the characteristics of the region based on the numericalr esults taking into account economy efficiency of construction, landscape and the coastal environment. The numerical wave flume ‘CADMAS-SURF’ was, therefore, found to be useful in the examination of countermeasures against wave overtopping.

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Available abstract

The purpose of this study is to numerically discuss countermeasures against wave overtopping around a coastal revetment in main Okinawa Island using a numericalw ave flume ‘CADMAS-SURFO’. ptimumc rest height and wave overtopping quantity were examined for three types of revetments of an upright seawall with an offshore breakwater, a seawall covered with wave-dissipating blocks and a flaring-shaped seawall. As a result, it was revealed that the countermeasurec an be selected so as to adapt to the characteristics of the region based on the numericalr esults taking into account economy efficiency of construction, landscape and the coastal environment. The numerical wave flume ‘CADMAS-SURF’ was, therefore, found to be useful in the examination of countermeasures against wave overtopping.

Key concepts: Seawall, Revetment, Flume, Breakwater, Geotechnical engineering, Wave flume, Riprap, Coastal engineering

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