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    Diffraction of Second‐Order Surface Waves by Semisubmerged Horizontal Rectangular Cylinder

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author:
    Wojciech Sulisz
    DOI: 10.1061/(ASCE)0733-950X(1993)119:2(160)
    Publisher: American Society of Civil Engineers
    Abstract: A solution to the diffraction problem for second‐order surface waves by a semisubmerged horizontal cylinder of rectangular cross section is presented. The boundary‐value problem is solved by the method of matched eigenfunction expansions. Wave loads are calculated by integrating pressures over the wetted surface of the cylinder. Horizontal and vertical forces and the moment about the heel of the cylinder are presented for four cylinder geometries. The results reveal that second‐order components may become the significant contributions to the loads in deep water and may exceed the corresponding first‐order quantities even for waves of moderate steepnesses. Theoretical results are confirmed by experimental data.
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      Diffraction of Second‐Order Surface Waves by Semisubmerged Horizontal Rectangular Cylinder

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40987
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorWojciech Sulisz
    date accessioned2017-05-08T21:09:39Z
    date available2017-05-08T21:09:39Z
    date copyrightMarch 1993
    date issued1993
    identifier other%28asce%290733-950x%281993%29119%3A2%28160%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40987
    description abstractA solution to the diffraction problem for second‐order surface waves by a semisubmerged horizontal cylinder of rectangular cross section is presented. The boundary‐value problem is solved by the method of matched eigenfunction expansions. Wave loads are calculated by integrating pressures over the wetted surface of the cylinder. Horizontal and vertical forces and the moment about the heel of the cylinder are presented for four cylinder geometries. The results reveal that second‐order components may become the significant contributions to the loads in deep water and may exceed the corresponding first‐order quantities even for waves of moderate steepnesses. Theoretical results are confirmed by experimental data.
    publisherAmerican Society of Civil Engineers
    titleDiffraction of Second‐Order Surface Waves by Semisubmerged Horizontal Rectangular Cylinder
    typeJournal Paper
    journal volume119
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1993)119:2(160)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 002
    contenttypeFulltext
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