Wave impact loads: The role of the flip-through

Wave impact loads: The role of the flip-through
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DOI:
10.1063/1.2399077
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发表时间:
2006-12
期刊:
影响因子:
4.6
通讯作者:
C. Lugni;M. Brocchini;O. Faltinsen
C. Lugni;M. Brocchini;O. Faltinsen
中科院分区:
工程技术2区
文献类型:
--
作者:
C. Lugni;M. Brocchini;O. Faltinsen

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The impact of waves upon a vertical, rigid wall during sloshing is analyzed with specific focus on the modes that lead to the generation of a flip-through [M. J. Cooker and D. H. Peregrine, “A model for breaking wave impact pressures,” in Proceedings of the 22nd International Conference on Coastal Engineering (ASCE, Delft, 1990), Vol. 2, pp. 1473–1486]. Experimental data, based on a time-resolved particle image velocimetry technique and on a novel free-surface tracking method [M. Miozzi, “Particle image velocimetry using feature tracking and Delaunay tessellation,” in Proceedings of the 12th International Symposium on Applications of Laser Techniques to Fluid Mechanics (2004)], are used to characterize the details of the flip-through dynamics while wave loads are computed by integrating the experimental pressure distributions. Three different flip-through modes are observed and studied in dependence on the amount and modes of air trapping. No air entrapment characterizes a “mode (a) flip-through,” engulfm...