海湾与变水深细长港的耦合振荡研究

RESEARCH ON COUPLED OSCILLATION BETWEEN BAY AND SLENDER HARBOR WITH VARIABLE WATER DEPTH

  • 摘要: 采用拓展型缓坡方程有限元模型模拟了变水深细长港和半圆形常水深海湾联结而成的耦合港池的港湾振荡现象。数值模拟结果表明,半圆形海湾的存在改变了入射波况和细长港的辐射阻尼,从而影响了细长港的共振特性。相关性分析表明,当海湾与细长港水体体积之比远大于2.5时,海湾在耦合振荡中占主导地位,联结处和细长港的响应曲线在强度和变化趋势上都有明显的正相关关系。反之,细长港和海湾在耦合振荡中处于平等地位,响应曲线之间只在强度上表现出正相关关系。

     

    Abstract: The finite-element model of extended mild-slope equation is used to simulate the oscillation between a semi-circular bay and a slender harbor with variable water depth. A numerical model test shows that incident waves and the radiation damping of the narrow-long harbor are changed due to the bay which influences the resonant features of the harbor. Correlation analysis shows that the bay plays a leading role in the coupled resonance if the ratio of water volume between the bay and the harbor is much higher than 2.5, resulting in a positive correlation between the amplification diagrams of junction and harbor in intensity and trend. Conversely, bay and harbor hold equal status in a coupled oscillation, leading to a positive correlation only in intensity.

     

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