An environment-driven basin scale tropical cyclone model

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Feng Hu , Qiusheng Li , Xu Hong
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引用次数: 0

Abstract

This paper presents an environment-driven tropical cyclone (TC) model for the Western North Pacific basin, which comprises a revised Poisson regression genesis model, a tailored beta-advection track model, and a fast intensity model. The TC model reproduces the temporal and spatial distributions of genesis events, the motion pattern of tracks, as well as the intensity evolutions along tracks. Risk analyses for Hong Kong and along the southeast coastline of mainland China demonstrate that this model can simulate extreme TC events with high fidelity. And the Gaussian mixture model outperforms the Frank Copula in approximating the joint distributions of the annual maximum wind speeds and the corresponding wind directions. This model is driven by a set of environmental variables including relative vorticity, relative humidity, sea surface temperature, vertical wind shear, potential intensity, sub mixed layer depth stratification, mixture layer depth and so on. This enables the model to not only reproduce historical records, but also make predictions for future TC behaviors under climate change with combination of global climate models. Besides, the computational efficiency of the TC model is comparable to traditional purely statistical models. The proposed model can also be coupled with other natural hazard models to conduct multi-hazard analysis.

环境驱动的海盆尺度热带气旋模型
本文提出了一种环境驱动的北太平洋西部海盆热带气旋(TC)模式,它由一个修订的泊松回归成因模式、一个定制的β-对流路径模式和一个快速强度模式组成。该模式再现了成因事件的时空分布、路径的运动模式以及沿路径的强度演变。对香港和中国大陆东南海岸线的风险分析表明,该模型能够高保真地模拟极端热气旋事件。高斯混合模型在近似年最大风速和相应风向的联合分布方面优于 Frank Copula。该模式由一系列环境变量驱动,包括相对涡度、相对湿度、海面温度、垂直风切变、位势强度、副混合层深度分层、混合层深度等。这使得该模式不仅能再现历史记录,还能结合全球气候模式对未来气候变化下的热气旋行为进行预测。此外,TC 模式的计算效率与传统的纯统计模式相当。提出的模型还可与其他自然灾害模型耦合,进行多灾害分析。
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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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