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超强台风下海南岛复杂地形区域工程场地风环境数值模拟

Numerical simulation of wind environment in complex terrain engineering site under severe typhoon in Hainan Island

  • 摘要: 复杂地形场地在强台风作用下,其风场内风速会呈现强烈的不均匀性。以海南省屯昌县迈湾水利工程场地为例,采用计算流体动力学(CFD)数值模拟方法对场地风环境进行了分析。结果表明:来流风在经过大坝坝址时风速会经历不同程度的衰减,衰减程度与来流风向有关,在45°~90°风向角下,随着风向角增加,水利枢纽的邻近山体对来流风的阻挡效应逐渐增大;在180°风向角下,由于无山体遮挡,工程场地处风速较大;在0°风向角、60 m·s-1风速工况下,大坝两侧和山体交界处风速较高。工程场地内梯度风高度取地面以上300 m较为合理,略小于中国规范B类地貌规定的梯度风高度350 m。

     

    Abstract: Under the influence of strong typhoons, the wind speed within the wind field in complex terrain exhibits strong non-uniformity. In the report, the Maiwan Water Conservancy Project site in Tunchang County, Hainan Province, was used as the example, and the Computational Fluid Dynamics (CFD) numerical simulation methods were used to analyze the wind environment of the site. The results indicated that the speed of the incoming wind reduced with varying degrees when passing the dam site. The degree of reduction was related to the direction of the incoming wind. At wind direction angles ( 45° to 90°), with the increasing of the wind direction angle, the blocking effects of the adjacent mountains on the incoming wind gradually increased. At wind direction angle ( 180° ), due to the absence of mountain obstruction, the wind speed at the project site was higher. Under the wind direction angle (0°) and the wind speed ( 60 m/s), the wind speed was higher at the intersection of the dam sides and the mountains. A gradient wind height of 300 m above ground level was considered reasonable for the project site, which was slightly less than the gradient wind height of 350 m specified in China standard of B terrain Category.

     

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