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Similarly to the Overtopping case with the single- slope obstacle, a revised case is updated here to be applied when the relative freeboard R/H is larger than 1 and the overtopping volumes are limited significantly. A mild slope of 1/20 is applied in the bathymetry ahead of the obstacle and the water depth has been increased by 0.1m. This method is extremely useful in increasing overtopping volumes compared to laboratory measurements.
Rubble Mound Breakwater with crown wall for overtopping assessment
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Similarly to the Overtopping case with the single - slope obstacle, a revised case is updated here to be applied when the relative freeboard R/H is larger than 1 and the overtopping volumes are significantly limited. A mild slope of 1/20 is applied in the bathymetry ahead of the obstacle and the water depth has been increased by 0.1m. This method has been extremely useful in increasing overtopping volumes compared to laboratory measurements while the freeboard and the obstacle have not been changed.