基于LBM-LES的双螺旋型天气雷达塔非高斯风压模拟与验证

SIMULATION AND VALIDATION OF NON-GAUSSIAN WIND PRESSURE OF TWIN-SPIRAL WEATHER RADAR TOWER BASED ON LBM-LES

  • 摘要: 由于格子玻尔兹曼方法(LBM)具有并行效率高、复杂网格处理便捷以及能够处理复杂边界等特性,近年来被用于建筑风荷载模拟。采用LBM大涡模拟针对双螺旋型天气雷达塔高耸结构开展了流场数值模拟,同时结合风洞试验检验了LBM方法模拟结构风压的适用性与准确性,探讨了多风向角下双塔结构表面非高斯风压分布特性。分析结果表明:LBM大涡模拟方法可有效模拟出双螺旋型天气雷达塔流场分布特征,模拟的多风向角测点风压变化趋势与风洞实验吻合一致,双螺旋塔楼区域脉动风压存在明显非高斯特性;基于转换过程法计算的非高斯峰值因子明显大于样本保证率计算结果,双塔区域局部峰值因子普遍超过规范推荐值2.5,局部最大值超过5.0,明显大于顶楼方形轮廓区域峰值因子。研究内容可为椭圆形双塔围护结构风荷载计算和抗风设计提供相关参考。

     

    Abstract: Due to the high parallel efficiency, convenient handling of complex grids and the ability to handle complex boundaries, the lattice Boltzmann method (LBM) has been used for building wind load simulation in recent years. LBM large eddy simulation was employed to conduct a numerical simulation of the flow field for a high-rise structure with a twin-spiral weather radar tower. The applicability and accuracy of the LBM method in simulating structural wind pressure were tested through combined wind tunnel experiments. The non-Gaussian wind pressure distribution characteristics on the surface of the double-tower structure under multiple wind direction angles were investigated. The results show that the LBM large eddy simulation method can effectively simulate the flow field distribution characteristics of the twin-spiral weather radar tower. The change trend of wind pressure at simulated measurement points under multiple wind direction angles is consistent with the results of the wind tunnel experiment. There are significant non-Gaussian characteristics in the fluctuating wind pressure in the twin-spiral tower area. The non-Gaussian peak factor calculated based on the transformation process method is significantly greater than the value obtained from the sample assurance calculation. The local peak factor in the dual-tower area generally exceeds the recommended value of 2.5, and the local maximum value exceeds 5.0, which is significantly higher than the peak factor in the square area. The research can provide relevant references for wind load calculations and wind-resistance design of the twin-tower envelope structures.

     

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