可浮运坐底式防波堤水动力特性及消波性能试验研究

EXPERIMENTAL STUDY ON HYDRODYNAMIC CHARACTERISTICS AND WAVE ABSORBING PERFORMANCE OF THE FLOATING AND BOTTOM-SITTING BREAKWATER

  • 摘要: 提出了一种可浮运坐底式防波堤构型,防波堤模块由下部浮运结构和上部消波结构组成,浮运结构为双体浮式构型,内设多个舱室,通过向舱室内注水,可实现快速坐底;消波结构设计为多层水平透空板。通过物理模型试验和软件数值模拟等方法,开展了防波堤浮运状态水动力特性和坐底状态消波性能研究,得到了不同波高和周期规则波作用下的透射系数。结果表明:防波堤模块采用双体浮运结构,浮运状态的横摇性能较为优良。防波堤坐底后具有较好的消波性能,对于短周期的波浪,透射系数可降至0.1以下;对于长周期波浪,防波堤的消波效果也非常明显,当波高10 cm,周期为1.66 s时(对应原型波高为4.0 m、周期为10.5 s),透射系数为0.67,消波效率达33%。此外,减小消波结构水平透空板的开孔尺寸能够改善消波性能。

     

    Abstract: This paper proposes a floating and bottom-sitting breakwater configuration. The breakwater module consists of a lower floating structure and an upper wave-dissipating structure. The floating structure adopts a double body configuration with multiple compartments, which can quickly sit the bottom by injecting water into the compartments. The wave absorbing structure is optimally designed as a multi-layer horizontal perforated plate. Through physical model tests and numerical simulations, research has been conducted on the hydrodynamic characteristics of the breakwater at its floating state and the wave-dissipating performance at its bottom-sitting state. The transmission coefficients of the breakwater under regular waves of different heights and periods are obtained. The results indicate that the breakwater, featuring a double body configuration, exhibits excellent roll performance at its floating state. After the breakwater is seated on the seabed, it demonstrates good wave-dissipating performance. For short-period waves, the transmission coefficient can be reduced to below 0.1; for long-period waves, the wave dissipation effect of the breakwater is also obvious. When the wave height is 10 cm and the period is 1.66 s (corresponding to the prototype wave height of 4.0 m and period of 10.5 s), the transmission coefficient is 0.67, and the wave dissipation efficiency can reach 33%. In addition, reducing the grid size of the horizontal plate can improve the wave dissipation performance.

     

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