韩国海云台LCT地区建筑风影响的现场观测分析:2021年台风“奥迈斯

B. Kang, Jongyeong Kim, Yongju Kwon, Joowon Choi, Y. Jang, S. Kwon
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引用次数: 0

摘要

最近,在韩国釜山海云台地区,由于密集的摩天大楼造成的建筑风造成的破坏不断发生。在海云台LCT住宅楼附近设置了5个风观测站,分析台风“奥玛斯”期间建筑物风的影响。通过相对评价和绝对评价对建筑风的影响进行了分析。在LCT (L-2)东南方的一个十字路口,监测到的风速最大。观测到的一分钟最大平均风速为38.93 m/s,约为海洋观测浮标同一时间(12.7 m/s)的3倍。预计在一定条件下,由于建筑风的影响,会产生比周围地区强3 ~ 4倍的风力。在波弗特风尺度分析中,某海洋观测站风速主要分布在波弗特4号,最大值为8。在L-2,超过50%的风速超过了4级,达到12级。然而,由于实际测量在分析整个范围方面存在局限性,因此需要与计算流体动力学模拟数据进行交叉验证,以了解建筑风的特性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An Analysis of the Impact of Building Wind by Field Observation in Haeundae LCT Area, South Korea: Typhoon Omais in 2021
: In the Haeundae area of Busan, South Korea, damage has continued to occur recently from building wind from caused by dense skyscrapers. Five wind observation stations were installed near LCT residential towers in Haeundae to analyze the effect of building winds during typhoon Omais. The impact of building wind was analyzed through relative and absolute evaluations. At an intersection located southeast of LCT (L-2), the strongest wind speed was measured during the monitoring. The maximum average wind speed for one minute was observed to be 38.93 m/s, which is about three times stronger than at an ocean observation buoy (12.7 m/s) at the same time. It is expected that 3 to 4 times stronger wind can be induced under certain conditions compared to the surrounding areas due to the building wind effect. In a Beaufort wind scale analysis, the wind speed at an ocean observatory was mostly distributed at Beaufort number 4, and the maximum was 8. At L-2, more than 50% of the wind speed exceeded Beaufort number 4, and numbers up to 12 were observed. However, since actual measurement has a limitation in analyzing the entire range, cross-validation with computational fluid dynamics simulation data is required to understand the characteristics of building winds.
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