基于断面和阻力等效的桩群调流效果研究

Study on flow regulation effect of pile groups based on equivalent section and resistance

  • 摘要: 大型深吃水系泊船舶在复杂水流环境下易出现漂移、离绑等事故,可影响港口设施及周边水域的安全。针对某离岸码头的船舶漂移断缆事故,构建了大范围和小范围的潮流嵌套模型,小范围模型用于探讨不同桩群布置方案的调流效果,大范围模型为小范围模型提供水位边界条件,采用断面和阻力等效的方法概化处理了船舶和桩群对水流的影响。经实测潮流水文资料调试和验证,获得了合理的计算参数,证明本文建立的潮流嵌套模型满足精度要求。基于上述模型,研究了案例工程附近海域的潮流特性,分析了造成漂移断缆的原因,评估了四个桩群调流方案的工程效果。结果表明,轴线方向70°、轴线长度150 m的布置方案为最优选择。这一方案实施后,案例工程附近海域的涨潮流速普遍下降,且工程的实施对邻近码头前沿水域无显著影响,说明该方案具有良好的调流效果。

     

    Abstract: The large-scale deep draft mooring ships are prone to drift and unmooring in complex flow environment, which affects the safety of port facilities and surrounding water domains. Aiming at a ship drifting and cable breaking accident at an offshore wharf, a large- and small-scale nested model of tidal current was established. The small-scale model was used to study the effect of flow regulation of different pile group arrangement schemes while its boundary condition of water level was provided by the large-scale model. The effect of ship and pile group on water flow was generalized by using the equivalent method of section and resistance. The nested model was validated using measured tidal and hydrological data. Then, the nested model was used to study the tidal current characteristics near the case project and the reasons of cable breakage, as well as the engineering effects of four pile group schemes. The results show that the optimal arrangement is 70° in the Axis direction and 150 m in the axis length. The implementation of this scheme generally decreased the tidal current velocity in the vicinity of the case project. Furthermore, the implementation of this scheme has no significant impact on the flow near the front of the adjacent wharf. Both results indicates that a good regulation effect has been achieved.

     

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