下击暴流作用下沿海地形风特性研究

RESEARCH ON WIND CHARACTERISTICS OF COASTAL TERRAIN UNDER DOWNBURST

  • 摘要: 以沿海地区桥址处地形为背景,通过冲击射流模型的下击暴流实验装置,利用风洞试验和计算流体力学方法,细化模拟三维地形情况,对稳态下击暴流和移动下击暴流作用下地形风场特性展开研究。结果表明,与喷射口下平坦地形相比,坡体会对下击暴流风场产生加速效应,最高径向风速差达到3.1%,稳态下击暴流试验与数值模拟结果良好吻合,基本重现了下击暴流作用下的风场特征,近地面风速呈快速增大后衰减的变化趋势,移动下击暴流试验采集到的风速峰值和谷值也与数值模拟一致。该研究通过精细化的地形模拟对位于沿海地区桥梁在特异风作用下的抗风设计提供了重要的理论依据,下击暴流的移动效应会增强其破坏力,对桥梁的抗风设计提出了更高的要求,对于深入研究位于沿海地区的桥梁在下击暴流作用下响应机理以及提高桥梁性能具有实际意义。

     

    Abstract: Based on the terrain of the bridge site in coastal areas, using the downburst experimental device of the impacting jet model and refining 3D terrain conditions simulation, wind tunnel test and Computational Fluid Dynamics (CFD) method were used to investigate the wind characteristics of the topographic under the effects of steady and moving downburst. The results show that compared with the flat terrain under the jet, the slope will have an accelerating effect on the wind field of the downburst flow, with largest wind velocity difference as 3.1%. The experimental results of steady-state downburst are in a good agreement with the numerical simulation results, basically reproducing the wind field characteristics under the action of downburst. Specifically, near-ground wind speeds exhibited a rapid increase followed by gradual attenuation. Furthermore, the peak and valley wind speeds recorded during moving downburst tests aligned consistently with simulation predictions. The result is of a practical significance for further research on the response mechanism of bridges located in coastal areas under the downbursts and for improving bridge performances.

     

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