长周期涌浪作用下斜坡式防波堤结构优化设计
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Structure optimization design of mound breakwater under action by long period swell
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    摘要:

    近年来海外工程中常遇主向浪为周期为15~18 s、波长为130~220 m的涌浪建港海域。针对该类海域波浪周期长、波能大的特点,从施工可行性、经济性以及结构安全性等多方面进行全面分析,综合多个同类波况条件下的防波堤结构设计经验,并通过物理模型试验进行验证优化,总结了该类波浪作用下的斜坡式防波堤结构设计特点。

    Abstract:

    In recent years,there are a lot of overseas projects in the sea area where there is a main direction swell with a period of 15~18 s and a wave length of 130~220 m.The comprehensive analysis including construction feasibility,project cost,structural safety and so on is made against those wave with long period and strong wave energy.Meanwhile,based on the design experience of several other projects with the same kind of wave conditions and as per physical model tests,the design main points of mound breakwater under the action of long-period swell are summarized. Keywords:long-period wave;swell;mound breakwater;physical model test In recent years,there are a lot of overseas projects in the sea area where there is a main direction swell with a period of 15~18 s and a wave length of 130~220 m.The comprehensive analysis including construction feasibility,project cost,structural safety and so on is made against those wave with long period and strong wave energy.Meanwhile,based on the design experience of several other projects with the same kind of wave conditions and as per physical model tests,the design main points of mound breakwater under the action of long-period swell are summarized. Keywords:long-period wave;swell;mound breakwater;physical model test In recent years,there are a lot of overseas projects in the sea area where there is a main direction swell with a period of 15~18 s and a wave length of 130~220 m.The comprehensive analysis including construction feasibility,project cost,structural safety and so on is made against those wave with long period and strong wave energy.Meanwhile,based on the design experience of several other projects with the same kind of wave conditions and as per physical model tests,the design main points of mound breakwater under the action of long-period swell are summarized.

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张先武,张华平.长周期涌浪作用下斜坡式防波堤结构优化设计[J].水运工程,2015(1):58-62.

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  • 在线发布日期: 2015-01-16
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