波浪作用下悬浮隧道管体-锚索耦合系统水动力特性研究

Study on the Hydrodynamic Characteristics of the Coupling System of Submerged Floating Tunnel Tubes and Anchor Cables under Wave Action

  • 摘要: 水下悬浮隧道(SFT)是一种新型跨海交通通道型式。文章采用CFD方法研究悬浮隧道管体-锚索耦合系统在波浪作用下的动力响应特征,并分析浸没深度、浮重比(BWR)、系泊角度(IMA)、锚索刚度、锚索系统布置形式、锚索系统预张力分配及波浪参数等对悬浮隧道水动力特性的影响。结果表明,管体运动响应随浸没深度的增加而减小,随波高和IMA的增大而增大;BWR及锚索垂向刚度存在满足结构稳定性要求的合理取值区间;锚索系统预张力分配不是影响SFT水动力特性的关键因素;应避免无垂向锚索的布置形式及特定波浪周期下耦合系统的共振现象。

     

    Abstract: Submerged floating tunnel (SFT) is a new type of sea-crossing transportation channel. This paper uses the CFD method to study the dynamic response characteristics of the coupling system of submerged floating tunnel tubes and anchor cables under wave action, and analyze the impacts of different factors, such as submersion depth,buoyance-weight ratio (BWR), inclined mooring angle (IMA), anchor cable stiffness, arrangement pattern of anchor cable system and pre-tension distribution of anchor cable system and wave parameters, on the hydrodynamic characteristics of SFT. The results show that the motion response of the SFT decreases with the increase of submersion depth and increases with the increase of wave height and IMA; there is a reasonable range of values for BWR and the vertical stiffness of the anchor cable to meet the requirements for structural stability; the pre-tension distribution of the anchor cable system is not a critical factor affecting the hydrodynamic properties of SFT; it should avoid the arrangement pattern where only inclined anchor cables are located in the plane and the resonance phenomenon where the SFT- anchor cable coupling system is under specific wave periods.

     

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