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document
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Verhagen, H.J. (author), Van Vledder, G.P. (author), Eslami Arab, S. (author)
Modern design formula for coastal structures (like rock stability formula and overtopping formula use wave parameters (H2% and Tm-1,0) which are not readily available from standard boundary condition wave data. For transforming values like Hs and Tp to the parameters used in the new formulas, often-fixed conversion factors are used. However,...
conference paper 2008
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