Diffraction of both regular and irregular waves by a concrete gravity substructure (CGS) was investigated using experimental surface elevation data and computational results of the linear diffraction code DELFRAC. The influence of the box-shaped base that supports the four vertical columns was studied independently from the columns, using data from regular wave model tests of the Malampaya CGS. DELFRAC was shown to give accurate results for the focusing of waves over the submerged structure. Results from regular wave data analysis of model tests of the complete Sakhalin II project Lunskoye CGS were compared to the predictions by the linear diffraction code. For the wave cases tested, the first-order amplitudes were accurately predicted. Diffraction of irregular waves at the Lunskoye CGS was studied in a similar way and linear diffraction theory for random seas gave an excellent prediction of incident wave spectral diffraction, including the peaks in the diffracted spectrum near twice the peak frequency in the input spectrum. The results obtained for the Lunksoye CGS in the present study were consistent with results found in similar studies on less complex structures. An attempt to predict the extreme crest heights from the diffracted spectrum was made using a Weibull distribution, and a second-order expansion of the sea surface that captures the effects of wave steepness, water depth, and directional spreading with no other approximation than the truncation of the expansion at second order. Depth induced breaking appeared to be an important phenomenon limiting the crest heights. The crest heights in a 100-year sea state at the Lunskoye CGS were accurately predicted.
Amplification of Waves by a Concrete Gravity Substructure: Linear Diffraction Analysis and Estimating the Extreme Crest Height
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van Iperen, E. J., Forristall, G. Z., Battjes, J. A., and Pinkster, J. A. (July 7, 2005). "Amplification of Waves by a Concrete Gravity Substructure: Linear Diffraction Analysis and Estimating the Extreme Crest Height." ASME. J. Offshore Mech. Arct. Eng. August 2006; 128(3): 211–223. https://doi.org/10.1115/1.2199562
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