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Breaking phase focused wave group loads on offshore wind turbine monopiles

机译:在海上风力涡轮机单桩上打破相位聚焦波群负荷

摘要

The current method for calculating extreme wave loads on offshore wind turbine structures is based on engineering models for non-breaking regular waves. The present article has the aim of validating previously developed models at DTU, namely the OceanWave3D potential flow wave model and a coupled OceanWave3D-OpenFOAM solver, against measurements of focused wave group impacts on a monopile. The focused 2D and 3D wave groups are reproduced and the free surface elevation and the in-line forces are compared to the experimental results. In addition, the pressure distribution on the monopile is examined at the time of maximum force and discussed in terms of shape and magnitude. Relative pressure time series are also compared between the simulations and experiments and detailed pressure fields for a 2D and 3D impact are discussed in terms of impact type. In general a good match for free surface elevation, in-line force and wave-induced pressures is found.
机译:当前用于计算海上风力涡轮机结构上的极端波浪载荷的方法是基于不破裂常规波浪的工程模型。本文旨在验证DTU先前开发的模型,即OceanWave3D势流波模型和耦合的OceanWave3D-OpenFOAM求解器,以免测量聚焦波群对单桩的影响。再现了聚焦的2D和3D波组,并将自由表面高度和轴向力与实验结果进行了比较。另外,在最大力时检查单桩上的压力分布,并根据形状和大小进行讨论。还比较了模拟和实验之间的相对压力时间序列,并根据冲击类型讨论了2D和3D冲击的详细压力场。通常,可以找到自由表面高度,管道内力和波浪感应压力的良好匹配。

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