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大型光伏阵列群风荷载特性及遮挡效应分析

Analysis of Wind Load Characteristics and Shielding Effects for Large-Scale Photovoltaic Arrays

  • 摘要:
    目的 文章旨在系统探究大型光伏板阵列群的风荷载特性与气动干扰机理,解决当前规范取值与阵列群真实受力状态存在偏差的问题。
    方法 采用了计算流体动力学(Computational Fluid Dynamics,CFD)数值模拟方法,以96块光伏板组成的大型阵列群为研究对象,通过SST k-ω湍流模型系统模拟了5种典型风向角下的流场特性。
    结果 研究表明:不同风向角下阵列表面的风压分布形态差异显著,其中斜风向作用时风压沿对角线方向呈现明显的空间梯度分布;体型系数在阵列空间内表现出强烈的变异性,迎风区体型系数与规范值接近,但渐变区与稳定区的体型系数最大值较规范值降低达50%以上;同时,迎风端光伏板对后排光伏板产生显著的遮挡效应,有效降低了中后排光伏板的风荷载。
    结论 综合分析表明,在大型光伏阵列的抗风设计中应考虑风向角影响并进行荷载分区,对中后排光伏板的风荷载进行适当折减,这既能保证结构安全,又能实现显著的经济效益,为光伏电站的优化设计提供了参考。

     

    Abstract:
    Objective This study aims to systematically investigate the wind load characteristics and aerodynamic interference mechanisms of large-scale photovoltaic arrays, addressing the discrepancy between values specified in design codes and the actual wind-induced stresses experienced by the arrays.
    Method Computational fluid dynamics (CFD) was employed, focusing on a large array comprising 96 photovoltaic panels. The SST k-ω turbulence model was used to simulate the flow field characteristics under five typical wind angles of attack.
    Result The study reveals significant variations in the wind pressure distribution across the array surface under different wind directions. Notably, oblique wind angles induce pronounced spatial pressure gradients along the diagonal. The shape coefficient exhibits strong variability across the array: while the shape coefficient values in the windward zone are close to code-specified values, the maximum shape coefficient in the transitional and shielded zones decreases by over 50% compared to the code specifications. Concurrently, the windward panels exert a significant shielding effect on subsequent rows, effectively reducing wind loads on the middle and rear panels.
    Conclusion The analysis indicates that the effect of wind direction should be considered in the structural wind design of large-scale photovoltaic arrays. Load zoning should be implemented, and reduction factors applied to the wind loads on the middle and rear panels. This approach not only ensures structural safety but also yields significant economic benefits, providing a reference for the optimized design of photovoltaic power plants.

     

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