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Extreme wind speed prediction in mountainous area with mixed wind climates

机译:混合风气候山区极端风速预测

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摘要

Abstract In addition to common synoptic wind system, the mountainous terrain forms a local thermally driven wind system, which makes the mountain wind system have strong terrain dependence. Therefore, in order to estimate the reliable design wind speeds for structural safety, the samples for extreme wind speeds for certain return periods at mountainous areas can only come from field measurements at construction site. However, wind speeds measuring duration is usually short in real practice. This work proposes a novel method for calculating extreme wind speeds in mountainous areas by using short-term field measurement data and long-term nearby meteorological observatory data. Extreme wind speeds in mountainous area are affected by mixed climates composed by local-scale wind and large-scale synoptic wind. The local winds can be recorded at construction site with short observatory time, while the extreme wind speeds samples from synoptic wind climate from nearby meteorological station with long observatory time is extracted for data augmentation. The bridge construction site at Hengduan Mountains in southwestern China is taken as an example in this study. A 10-month dataset of field measurement wind speeds is recorded at this location. This study firstly provides a new method to extract wind speed time series of windstorms. Based on the different windstorm features, the local and synoptic winds are separated. Next, the synoptic wind speeds from nearby meteorological stations are converted and combined with local winds to derive the extreme wind speeds probability distribution function. The calculation results shows that the extreme wind speed in the short return period is controlled by the local wind system, and the long-period extreme wind speed is determined by the synoptic wind system in the mountain area. The descending slope of the synoptic wind speed exceeding probability exceeds the local wind by about 20. If the influence of mixed climate is not considered, and the wind speed samples are not divided by category, the decline slope will be 7 lower.
机译:摘要 山地地形除常见的天气风系统外,形成局部热驱动风系统,使山地风系统具有较强的地形依赖性。因此,为了估算结构安全的可靠设计风速,山区某些重现期极端风速的样本只能来自施工现场的现场测量。然而,在实际操作中,风速测量持续时间通常很短。该工作提出了一种利用短期野外实测资料和远期附近气象观测数据计算山区极端风速的新方法。山区极端风速受局部风和大尺度天气风构成的混合气候影响。在观测时间较短的建筑工地可以记录局部风速,同时从附近观测时间较长的气象站的天气风气候中提取极端风速样本进行数据增强。本文以中国西南部横断山脉的桥梁施工现场为例。该位置记录了 10 个月的现场测量风速数据集。该文首先提供了一种提取风暴风速时间序列的新方法。根据不同的风暴特征,将局部风和天气风分开。然后,将附近气象站的天气风速与当地风进行转换,推导极端风速概率分布函数;计算结果表明:短重现期极端风速由局部风系统控制,长周期极端风速由山区天气风系统决定。天气风速超标概率的下降斜率超过局部风速约20%。如果不考虑混合气候的影响,并且风速样本不按类别划分,则下降斜率将降低7%。

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