台风‑浪‑流耦合作用下海上 10 MW 级特大型风力机风荷载特性分析
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国 家 重 点 研 发 计 划 资 助 项 目(2017YFE0132000,2019YFB1503700);国 家 自 然 科 学 基 金 资 助 项 目(51761165022,5207080548,52211530086);国家自然科学基金国际(地区)合作与交流项目(52211530086)


Wind load characteristics of 10 MW‑level super‑large offshore wind turbine under the coupling effect of typhoon‑wave‑current
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    摘要:

    为揭示海上台风?浪?流耦合作用下海上风力机的风荷载分布特性,以广东外罗 10 MW 特大型风力机为研究对象,采用 Model Coupling Toolkit(MCT)建立中尺度 WRF?SWAN?FVCOM(W?S?F)实时耦合模拟平台,分析超强台风“威马逊”过境全过程海上风电场台风?浪?流的时空演变,再结合中/小尺度嵌套方法分析了风力机风荷载分布特性与叶片?塔筒?波浪面之间的干扰效应,提出了极端风况下海上风力机典型位置极值荷载模型。结果表明:建立的中尺度 W?S?F 耦合平台能准确模拟台风、波浪和海流间的相互作用;塔筒风荷载在叶片干扰段以横风向为主,在波浪干扰段以顺风向为主,并在低空波面附近表现出较强的脉动特征;A 位置叶片最安全而 B 位置最危险;T4 相位为海上风力机单桩基础强度设计的最不利相位,基底剪力最大达 7.68×106量级,基底弯矩最大达 5.2×108量级。

    Abstract:

    Offshore wind turbine is a technological commanding height in wind power industrial development in future and it faces more complicated extreme wind environments compared with onshore wind turbine. To disclose wind load distribution characteristics of wind turbine under typhoon-wave-current coupling effect on the sea, a 10MW-level super-large offshore wind turbine in Wailuo Wind Farm, Guangdong is chosen as a research object and a real-time meso-scale WRF-SWAN-FVCOM (W-S-F) coupling simulation platform is constructed by using Model Coupling Toolkit (MCT). The spatial-temporal evolution of typhoon wave-current in the offshore wind farm in the whole landing process of the super typhoon “Ramason” is analyzed. Next, wind load characteristics of wind turbines and interference effect among blade, tower and wave surface are analyzed by combining the meso micro scale nesting method. The extreme load model at typical positions of offshore wind turbine under extreme wind conditions is proposed. Results demonstrate that the constructed meso-scale W-S-F coupling platform can simulate interactions among typhoon,wave and current accurately. Wind loads on the tower are mainly transversal in the section within the blade interference, and are downward in the section within wave interference. Moreover, strong pulsation features are observed near the low-altitude wave surface. Blade at position A is the safest, while blade at position B is the most dangerous. T4 is the most adverse phase for single pile foundation strength design of the offshore wind turbine. At T4 phase, the maximum base shear reaches the 7.68×106 magnitude and the maximum base bending moment reaches the 5.2×108 magnitude.

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柯世堂,王 硕,赵永发,张 伟,李 晔.台风‑浪‑流耦合作用下海上 10 MW 级特大型风力机风荷载特性分析[J].振动工程学报,2023,36(2):299~310.[KE Shi?tang, WANG Shuo, ZHAO Yong?fa, ZHANG Wei, LI Ye. Wind load characteristics of 10 MW‑level super‑large offshore wind turbine under the coupling effect of typhoon‑wave‑current[J]. Journal of Vibration Engineering,2023,36(2):299~310.]

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  • 在线发布日期: 2023-05-11
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