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The center of the detached breakwater is set at x = 11.25 m (St. 9) as shown in Figs. 1 and 2. The detached breakwater is made using wave-dissipating concrete blocks of Tetrapods of 59 g with a porosity of 50%.
A coastal area morphological modelling system is used to investigate the planform development (tombolo or salient) behind a single surface-piercing detached breakwater.
Fig. 5. Detached breakwater.
Fig. 4. Detached breakwater, seawall and wave gauges.
Case 3 is the test case without a detached breakwater.
Comparison of wave height (without a detached breakwater).
Similar(8)
Detached breakwaters have been implemented for coastal protection.
This paper deals with wave overtopping associated to low emergent detached breakwaters.
In Japan, detached breakwaters assembled with wave dissipating concrete blocks such as Tetrapods have been constructed along wide stretches of the coastline.
One of these alternatives employs geotextile tube technology in the construction of shore protection structures, such as groins, jetties, detached breakwaters and so on.
Detached breakwaters, made with wave-dissipating concrete blocks such as Tetrapods, have been widely applied in Japan, but the effectiveness of such kinds of detached breakwaters on tsunami disaster prevention has never been discussed in detail.
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