邹云峰, 康星辉, 周帅, 何旭辉, 汪震. 高海拔深切峡谷桥址风场特性实测研究[J]. 工程力学, 2023, 40(5): 69-78, 92. DOI: 10.6052/j.issn.1000-4750.2021.09.0752
引用本文: 邹云峰, 康星辉, 周帅, 何旭辉, 汪震. 高海拔深切峡谷桥址风场特性实测研究[J]. 工程力学, 2023, 40(5): 69-78, 92. DOI: 10.6052/j.issn.1000-4750.2021.09.0752
ZOU Yun-feng, KANG Xing-hui, ZHOU Shuai, HE Xu-hui, WANG Zhen. FIELD MEASUREMENT STUDY ON WIND CHARACTERISTICS AT BRIDGE SITE IN DEEP GORGE WITH HIGH ALTITUDE[J]. Engineering Mechanics, 2023, 40(5): 69-78, 92. DOI: 10.6052/j.issn.1000-4750.2021.09.0752
Citation: ZOU Yun-feng, KANG Xing-hui, ZHOU Shuai, HE Xu-hui, WANG Zhen. FIELD MEASUREMENT STUDY ON WIND CHARACTERISTICS AT BRIDGE SITE IN DEEP GORGE WITH HIGH ALTITUDE[J]. Engineering Mechanics, 2023, 40(5): 69-78, 92. DOI: 10.6052/j.issn.1000-4750.2021.09.0752

高海拔深切峡谷桥址风场特性实测研究

FIELD MEASUREMENT STUDY ON WIND CHARACTERISTICS AT BRIDGE SITE IN DEEP GORGE WITH HIGH ALTITUDE

  • 摘要: 结合某深切峡谷大跨度桥梁桥址区测风塔长期的风观测数据,统计分析桥址区风场的平均风特性,以风速超过8 m/s为强风标准,分析强风样本的脉动风特性。研究结果表明:深切峡谷地形对风场特征存在显著影响,风特性参数呈各向异性分布,最大风速与极大风速对应风向集中分布在峡谷轴线附近,各观测高度主风向均为SSE方向,强风攻角以负为主,风速、风攻角与风向具有显著相关性;风速垂直分布规律不再准确符合指数律模型,风剖面指数随风速增大而减小,与风向具有显著相关性,拟合风剖面指数的均值为0.09;顺风向、横风向与竖向紊流强度分别为0.17、0.12、0.27,竖向紊流强度偏高,采用线性与非线性模型均能较好地拟合紊流强度与阵风因子的关系;紊流积分尺度高于规范推荐值,随风速的增大而增大;实测功率谱与理论谱吻合程度欠佳,竖向功率谱偏高,脉动风速功率谱在惯性子区不满足各向同性假设。

     

    Abstract: Using the long-term wind measured data of a wind observation tower at the bridge site of a long-span bridge over a deep gorge, the mean wind characteristics of the wind field were analyzed, taking 8 m/s as the wind speed lower limit of strong wind, and the fluctuating wind characteristics of strong wind samples were also investigated. The study results show that: the impact of topography on wind characteristics is significant in the deep gorge, the distribution of wind characteristics parameters is anisotropic, the wind directions of the maximum wind speed and extreme wind speed are concentrated near the gorge axis, predominant wind directions at all observation height are SSE, the most of the attack angles of strong wind are negative, and wind speed and wind attack angle are significantly correlated with wind direction. The vertical distribution regular of wind speed is different from that of an exponential law model, the wind profile index reduces with the increases of wind speed and is significantly correlated with wind direction, and the mean value of fitted wind profile index is 0.09. The turbulence intensities of longitudinal, of lateral and, of vertical are 0.17, 0.12 and 0.27, respectively. The vertical turbulence intensity is on the high side, and both the linear and nonlinear models can well fit the relationship between turbulence intensity and gust factor. The turbulence integral scale is higher than the standard recommended value and increases with the increases of wind speed. The agreement between measured power spectrum and theoretical spectrum is poor, vertical power spectrum is on the high side, and fluctuating wind speed power spectrum does not satisfy the isotropic hypothesis in inertial subregion.

     

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