新型浮式防波堤水动力特性试验研究*
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国家自然科学基金(50479054)


Experiments on hydrodynamic performance of new floating breakwater
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    摘要:

    结合开孔圆弧型结构和矩形结构在防波堤工程上应用的优点,提出了一种由开孔圆弧、矩形方箱和锚链系统组成的新型浮式防波堤结构。通过二维波浪水槽中的规则波物理模型试验研究了该浮堤的消浪性能、运动和锚链受力等水动力特性与相对宽度(W/L),相对吃水(s/d)等因素之间的关系并与传统的箱型浮堤进行了对比。结果表明在试验范围内该新型浮堤具有消浪效果好、运动幅度小以及锚链受力小等良好的水动力特性。

    Abstract:

    A new-type floating breakwater structure which consists of perforated circular arc, rectangle box and anchor-chain system is proposed based on the advantages of perforated circular arc structure and rectangle structure applications in the breakwater engineering. The relationship between hydrodynamic characteristic such as wave attenuation performance, movement and anchor-chain stress, etc., and relative width (W/L), relative draft (s/d), and other factors of the floating breaker was tested and researched by means of a regular wave physical model in a 2D wave flume, and then compared with the traditional box-type floating breakwater. The result indicates that the new-type floating breakwater has the hydrodynamic characteristics of good effect of wave-damping, small range of motion as well as small stress of anchor chain in the range of test.

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侯 勇,王永学,高 军,等.新型浮式防波堤水动力特性试验研究*[J].水运工程,2013(S1):160-164.

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  • 在线发布日期: 2013-02-01
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