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首页> 外文期刊>Journal of Wind Engineering and Industrial Aerodynamics: The Journal of the International Association for Wind Engineering >A calibration method for downwind wake models accounting for the unsteady behaviour of the wind turbine tower shadow behind monopile and truss towers
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A calibration method for downwind wake models accounting for the unsteady behaviour of the wind turbine tower shadow behind monopile and truss towers

机译:考虑到单体桩和桁架塔背后的风力涡轮机塔影不稳定现象的顺风模型的校准方法

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摘要

Traditionally wind turbines are built in the upwind configuration, but the alternative of a downwind rotor has distinct advantages. A main issue with such a configuration is the tower shadow effect. The presence of the tower generates a complex wind field, consisting of an averaged velocity deficit, unsteady fluctuations from vortex shedding processes and turbulence. Since this tower shadow is commonly implemented using parametric steady wake models, the dynamic behaviour of the wake is not directly accounted for. The present paper introduces a general method for calibrating the parametric steady wake models and an effective turbulence intensity (accounting both for the velocity profile and the unsteady effects) from computational fluid dynamic simulations of the unsteady structural shadow.To demonstrate its potential the method is used in a blade fatigue comparison study. A 15 percent more flexible and lighter blade for the downwind mounted rotors showed a decrease in blade fatigue loads of three, four, and two percent compared to the conventional upwind mounted rotor on a monopile tower for the monopile tower and truss towers at 0 and 22.5 degrees, respectively. This example shows that the truss tower at 0 degree angle seems to result in the lowest blade fatigue loads.The proposed calibration method is completely general and can be used to obtain efficient, effective engineering models for the aerodynamic flow behind complex, multi-membered structures.
机译:传统上,风力涡轮机是在迎风构造中建造的,但是替代顺风转子具有明显的优势。这种配置的主要问题是塔影效应。塔的存在会产生复杂的风场,其中包括平均速度不足,涡流脱落过程产生的不稳定波动和湍流。由于通常使用参数稳定尾流模型来实现此塔影,因此不会直接考虑尾流的动态行为。本文介绍了一种用于校正非稳态结构阴影的通用方法和非稳态结构阴影的计算流体动力学模拟的有效湍流强度(同时考虑了速度分布和非稳态影响),以证明其潜力。在叶片疲劳比较研究中。与传统的逆风安装式转子相比,顺风安装式转子的叶片柔韧性更轻15%,与传统的逆风安装式转子相比,其叶片疲劳载荷降低了3%,4%和2%,在0和22.5时度。该示例表明,在0度角的桁架塔架似乎产生了最低的叶片疲劳载荷。所提出的校准方法是完全通用的,可用于获得有效的,有效的工程模型,用于复杂的多构件结构后面的空气动力流动。

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