...
首页> 外文期刊>Journal of structural engineering >Simulation of Hurricane Wind Fields for Community Resilience Applications: A Data-Driven Approach Using Integrated Asymmetric Holland Models for Inner and Outer Core Regions
【24h】

Simulation of Hurricane Wind Fields for Community Resilience Applications: A Data-Driven Approach Using Integrated Asymmetric Holland Models for Inner and Outer Core Regions

机译:飓风风场在社区抗灾力应用中的模拟:采用数据驱动的方法,使用内部和外部核心区域的集成非对称荷兰模型

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

Accurate modeling of the damage caused by hurricanes making landfall to physical infrastructure relies on the accurate modeling of temporally and spatially varying wind fields. However, wind field measurements from past events only include the wind field data at discrete time points separated by hours. In community-scale modeling, a hurricane wind field of a desired strength for the purpose of resilience planning (including investigation of mitigation alternatives) may be needed for a community of interest that has not experienced such a prior event, thereby necessitating simulation of a hurricane wind field of a specified strength with an arbitrary landfall location. In this context, this paper proposes a novel data-driven simulation technique to simulate temporally and spatially varying hurricane wind fields for the purposes of hindcasting and synthetic scenario analysis based on integrated asymmetric Holland models. First, the backward Holland model (i.e., Lambert W function) is used to derive the time-varying model parameters from measurement data of historical events. Then the data-driven model parameters are adopted in the forward Holland model to simulate snapshots of missing times for historical events or realistic synthetic events with a synthetic track passing close to the community of interest (e.g., for the purpose of community resilience planning). To achieve high simulation accuracy, the wind fields for inner and outer core regions are modeled separately by two sets of asymmetric Holland models, whose parameters are estimated using two different branches of the Lambert W function and in the end are integrated to represent the entire wind field. In addition, the sudden change of the surface wind speed due to the roughness change from water to land is explicitly modeled using a speed conversion process. In this way, the proposed technique successfully overcomes two shortcomings of the existing Holland-type models, that is, poor representation of the wind field in the inner core region and the inability to model surface wind speed change due to roughness changes. The performance of the proposed data-driven simulation technique is illustrated in examples of simulations for both historical and synthetic hurricanes. (c) 2019 American Society of Civil Engineers.
机译:飓风登陆对物理基础设施造成的破坏的准确模型依赖于随时间和空间变化的风场的精确模型。但是,过去事件的风场测量仅包括以小时为间隔的离散时间点的风场数据。在社区规模的建模中,对于未经历过此类先验事件的感兴趣的社区,可能需要具有所需强度的飓风场,以进行复原力规划(包括研究缓解方案),从而需要对飓风进行模拟指定强度的风场,具有任意登陆位置。在这种情况下,本文提出了一种新的数据驱动的模拟技术,以模拟时空变化的飓风风场,以基于集成的非对称荷兰模型进行后预报和综合情景分析。首先,使用后向的Holland模型(即Lambert W函数)从历史事件的测量数据中得出时变模型参数。然后,在前荷兰模型中采用数据驱动的模型参数来模拟历史事件或现实综合事件缺少时间的快照,并且合成轨道在感兴趣社区附近传递(例如,出于社区适应力规划的目的)。为了获得较高的仿真精度,分别使用两组不对称的Holland模型分别对内部和外部核心区域的风场进行建模,该模型使用Lambert W函数的两个不同分支来估计其参数,最后将其积分以表示整个风领域。此外,使用速度转换过程可以明确地模拟由于从水到陆的粗糙度变化而引起的表面风速的突然变化。这样,所提出的技术成功地克服了现有的荷兰型模型的两个缺点,即内芯区域的风场表示不佳,以及由于粗糙度变化而无法模拟表面风速变化。在历史和合成飓风的模拟示例中,说明了所提出的数据驱动模拟技术的性能。 (c)2019美国土木工程师学会。

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