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Effect of environmental modelling and inspection strategy on the optimal design of floating wind turbines

机译:环境建模与检验策略对浮动风力涡轮机最优设计的影响

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In order to reduce design conservatism and consequently the cost of energy, appropriate and cost-optimal safety factors should be derived, in light of environmental load uncertainties and lifetime costs. In the present work, a linearized dynamic model has been used together with Monte Carlo simulations and a numerical design optimization procedure to evaluate the impact of the description of wind and wave loads on the fatigue reliability and optimal design of a 10 MW spar floating wind turbine. Trade-offs between design costs and inspection costs with different design fatigue factors (DFFs) have also been assessed. The analyses have been performed for a realistic wind park site, where an environmental model has been developed based on hindcast data. Considering stochastic turbulence intensity, wind-wave misalignment, wind directional distribution, and a two-peak wave spectrum reduced the long-term fatigue damage by approximately two-thirds along the fatigue-critical part of the support structure compared to the base model. Re-designing the tower and platform with the full environmental model resulted in 11% reduction in CAPEX. However, due to the applied design optimization procedure, consistent reliability levels were achieved along the tower length, which resulted in important system side effects for the total structural reliability. Trade-offs between CAPEX and OPEX were derived based on a probabilistic fracture mechanics model and reliability updating through inspections. The necessary inspection intervals to achieve the same accumulated reliability after 20 years of operation were identified with different DFFs, and cost-optimal safety factors were computed with different OPEX costs and interest rates.
机译:为了减少设计保守主义,因此,鉴于环境负荷不确定性和终身成本,应导出能量,适当和成本最佳的安全因子的成本。在目前的工作中,线性化动态模型已与Monte Carlo模拟和数值设计优化程序一起使用,以评估风波载荷描述对10 MW浮动风力涡轮机的疲劳可靠性和最优设计的影响。还评估了不同设计疲劳因素(DFF)设计成本和检查成本之间的权衡。已经为现实的风园网站进行了分析,其中基于Hindcast数据开发了环境模型。考虑到随机湍流强度,风波未对准,风向分布和两个峰值波谱通过沿着支撑结构的疲劳关键部分的长期疲劳损坏减少了大约三分之二,与基础模型相比。重新设计具有全环境模型的塔和平台导致CAPEX减少了11%。然而,由于所应用的设计优化程序,沿塔长度实现了一致的可靠性水平,从而实现了总结构可靠性的重要系统副作用。基于概率骨折力学模型和通过检查的可靠性更新,推动了CAPEX和OPEX之间的权衡。在运行20年后实现相同的累积可靠性的必要检查间隔是用不同的DFFS确定,并且使用不同的OPEX成本和利率来计算成本最佳安全因素。

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