首页> 外文期刊>Wind & structures >Effects of different wind deflectors on wind loads for extra-large cooling towers
【24h】

Effects of different wind deflectors on wind loads for extra-large cooling towers

机译:不同挡风板对超大型冷却塔风荷载的影响

获取原文
获取原文并翻译 | 示例
           

摘要

In order to examine the effects of different wind deflectors on the wind load distribution characteristics of extra-large cooling towers, a comparative study of the distribution characteristics of wind pressures on the surface of three large cooling towers with typical wind deflectors and one tower without wind deflector was conducted using wind tunnel tests. These characteristics inch ide aerodynamic parameters such as mean wind pressures, fluctuating wind pressures, peak factors, correlation coefficients, extreme wind pressures, drag coefficients and vorticity distribution. Then distribution regularities of different wind deflectors on global and local wind pressure of extra large cooling towers was extracted, and finally the fitting formula of extreme wind pressure of the cooling towers with different wind deflectors was provided. The results showed that the large eddy simulation (LES) method used in this article could be used to accurately simulate wind loads of such extra-large cooling towers. The three typical wind deflectors could effectively reduce the average wind pressure of the negative pressure extreme regions in the central part of the tower, and were also effective in reducing the root of the variance of the fluctuating wind pressure in the upper-middle part of the windward side of the tower, with the curved air deflector showing particularly. All the different wind deflectors effectively reduced the wind pressure extremes of the middle and lower regions of the windward side of the tower and of the negative pressure extremes region, with the best effect occurring in the curved wind deflector. After the wind deflectors were installed the drag coefficient values of each layer of the middle and lower parts of the tower were significantly higher than that without wind deflector, but the effect on the drag coefficients of layers above the throat was weak. The peak factors for the windward side, the side and leeward side of the extra-large cooling towers with different wind deflectors were set as 3.29, 3.41 and 3.50, respectively.
机译:为了研究不同导风板对超大型冷却塔风荷载分布特性的影响,比较了三台具有典型导风板和一台无风塔的大型冷却塔表面风压分布特性。导流板使用风洞测试进行。这些特性在很大程度上取决于空气动力学参数,例如平均风压,波动风压,峰值因子,相关系数,极端风压,阻力系数和涡度分布。然后提取了不同导风板对超大型冷却塔整体和局部风压的分布规律,最后给出了不同导风板的冷却塔极风压的拟合公式。结果表明,本文采用的大涡模拟(LES)方法可用于精确模拟此类超大型冷却塔的风荷载。三个典型的导风板可以有效地降低塔中央部分负压极端区域的平均风压,并且还可以有效地减小塔顶中上部波动风压变化的根。塔的迎风面,特别是弯曲的导风板。所有不同的导风板有效地降低了塔架上风侧的中部和下部区域以及负压极限区域的极限风压,在弯曲的导风罩中产生了最佳效果。安装导风板后,塔中下部各层的阻力系数值明显高于没有导风板的阻力系数,但对喉部以上各层阻力系数的影响较弱。具有不同导风板的超大型冷却塔的迎风侧,侧风侧和背风侧的峰值因子分别设置为3.29、3.41和3.50。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号