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漂浮式海上风电锚固基础现状及成本分析

Review and Cost Analysis of Anchored Foundation for Floating Offshore Wind Turbine

  • 摘要:
      目的  降本是漂浮式海上风电当前的主要任务和目标,锚固基础作为漂浮式海上风电的重要组成部分也面临降本需求。
      方法  锚固基础降本措施包括锚固基础选型优化、共享锚固基础和新型锚固基础等,通过总结已建漂浮式风电项目锚固基础应用现状,统计了国内外漂浮式风电样机及示范项目锚固基础型式;在相同场址和系泊张力条件下,进一步分析了拖曳锚、吸力锚和桩锚3种锚固基础型式在不同水深(50 m和100 m)条件下对锚固基础综合成本(含基础建造成本和安装成本)的影响;最后给出了共享锚泊及新型锚固基础的研究进展。
      结果  统计表明已建成项目除Windfloat项目的锚固基础采用拖曳锚外,其他漂浮式海上风电样机项目或示范项目基本采用吸力锚基础;成本对比分析结果表明综合成本吸力锚低于桩锚,拖曳锚最低,但拖曳锚存在安装、定位难度大且不能作为共享锚固基础问题。
      结论  吸力锚在漂浮式海上风电中的适应性较好,在深海海域将更具竞争力,共享吸力锚可望成为未来漂浮式海上风电场的主要锚固基础方案。

     

    Abstract:
      Objective  Cost reduction is currently the primary task and target for floating offshore wind farms, and the anchored foundation, as a critical component of such a system, is subject to cost reduction accordingly.
      Method  The cost of anchored foundation could be reduced by selecting optimal type of anchored foundation, adopting shared anchored foundation and developing novel type of anchored foundation. By a review of the current application of anchored foundation in existing floating offshore wind projects, a comprehensive statistical analysis was conducted on the types of anchored foundation for prototype and demonstration projects both in and out of China. Then a further study was performed to evaluate the impacts of three distinct anchor types: drag embedment anchor, suction anchor, and pile anchor which were on the total cost of anchored foundations (inclusive of construction, installation, and recovery costs) under varying water depths (50 m and 100 m) at the same site with the same mooring tension. The research progress on shared mooring and innovative anchoring technologies was also outlined.
      Result  The statistics indicate that, except the Windfloat project whose anchored foundation employs the drag embedment anchor design, the anchored foundation of most constructed floating offshore wind prototype projects and demonstration projects predominantly employs the suction anchor design. The cost comparison analysis reveals that the total cost of the suction anchor design is lower than that of the pile anchor design, and the drag embedment anchor design is the most cost-effective type. However, drag embedment anchor is challenged by complex installation and positioning difficulties, and is not suitable for shared anchored foundation.
      Conclusion  The suction anchor design shows good adaptability in floating offshore wind farms and is poised to become increasingly competitive in deep-sea environments. The shared suction anchor design is anticipated to emerge as the predominant anchored foundation solution for future floating offshore wind farms.

     

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