大长度海缆穿管施工中的摩擦系数分析

    Analysis of Frictional Coefficient in Large-Length Submarine Cable Pipe-Pulling Construction

    • 摘要: 针对大长度海底电缆定向钻穿管施工中摩擦系数动态不确定性与设备选型经济性不足的难题,文中基于OrcaFlex平台构建三维动力学模型,结合某海上风电场工程案例,系统揭示了大长度海缆抽拉力与摩擦系数的非线性关联机制;通过建立分段式钢管几何模型,量化了轴向刚度、弯曲刚度及摩擦系数(0.30~0.50)对抽拉力的影响。研究表明:曲线段占比与摩擦敏感性呈正相关,当摩擦系数从0.30增至0.50时,第一段抽拉力增幅达56%,显著高于第二段,表明路径几何非线性对接触压力分布具有调控作用。工程实测数据第一段、第二段分别为271.40、209.6 kN,与仿真预测值摩擦系数为0.30时工况高度吻合。研究证实三维接触压力模型较工程经验预测精度提升15%~20%,可为其他大长度海缆穿管施工提供精细化的解决方案,对降低工程成本与风险防控具有显著意义。

       

      Abstract: Addressing the challenges of dynamic uncertainty in friction coefficients and insufficient economic viability in equipment selection during directional drilling and pipe-pulling operations for long-length submarine cables, this study employs the OrcaFlex platform to construct a three-dimensional dynamic model. Utilizing the Jinshan Offshore Wind Farm project as a case study, it systematically reveals the nonlinear relationship between pulling force and friction coefficient for extended-length submarine cables. By establishing a segmented steel pipe geometric model, the study quantified the influence patterns of axial stiffness, bending stiffness, and friction coefficient (μ=0.30~0.50) on pulling force. Findings indicate: the proportion of curved segments correlates positively with friction sensitivity. When μ increases from 0.30 to 0.50, the first segment's pull-out force rises by 56%, significantly exceeding the second segment’s increase. This demonstrates path geometry’s nonlinear regulatory effect on contact pressure distribution. Engineering test data recorded 271.40 kN for the first section and 209.6 kN for the second section, closely matching simulation predictions under μ=0.30 conditions. The study confirms that the three-dimensional contact pressure model improves prediction accuracy by 15%~20% compared to engineering experience, providing a refined solution for other long-length submarine cable conduit installations. This holds significant implications for reducing project costs and mitigating risks.

       

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