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Etude expérimentale pour l'optimisation des performances d'une plage d'amortissement parabolique ArchiMer
Le Boulluec, Marc; Kimmoun, Olivier; Molin, Bernard.
An optimisation study was run before rebuilding the damping beach of the Ifremer Ocean Engineering Basin. Trials were conducted at a ¼ geometrical scale at Ecole Centrale de Marseille in a wave tank reproducing the original performance of the beach. A series of modifications was studied : incidence, device between the beach and the adjacent wall, porosity. Porosity was shown as the most efficient tool to enhance the beach absorption and full scale measurements revealed that the resulting damping coefficient was less than 10 % for all usual periods and amplitudes.
Tipo: Text Palavras-chave: Hydrodynamique; Essais en bassin; Houle; Réflexion; Amortissement; Plage; Hydrodynamics; Wave tank testing; Reflection; Damping beach.
Ano: 2007 URL: http://archimer.ifremer.fr/doc/00170/28170/26404.pdf
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Second order loads characterization in shallow water with a slope bottom ArchiMer
Rouault, Marie Christine; Molin, Bernard; Le Boulluec, Marc; Petrie, François.
An experimental campaign was previously reported on the slow-drift motion of a rectangular barge moored in irregular beam seas. The 24 m long false bottom of the basin is raised and inclined at a slope of 5% from 1.05m below the free surface to 0.15m above (see figure 1). The barge is moored in different water depths (from 54 cm to 21 cm). The measured slowdrift component of the sway motion is compared with state of the art calculations based on Newman approximation. The principal results are, for the beam sea configuration: - at 54 cm depth: good agreement between the experimental results and the Newman simulation - at 21 cm depth: the Newman calculation overpredicts the forces. When the flat bottom set-down contribution is added, the calculated value is...
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Ano: 2012 URL: http://archimer.ifremer.fr/doc/00170/28174/26408.pdf
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