论文标题
基础设施网络气候弹性的新方法
A Novel Approach to Climate Resilience of Infrastructure Networks
论文作者
论文摘要
随着气候变化,极端天气事件的频率和强度可能会增加,对基础设施系统的弹性构成威胁。基础架构系统对本地化故障的响应取决于资产是否以目标战略方式或两者之间的任何方式随机影响。不仅如此,当今的基础设施决策,包括新的途径或对现有资产的改进,将支持下一世纪系统的行为。将基于气候的干扰及其如何影响系统的弹性分开和分析案例很重要。本文提出了一个概率的弹性评估框架,其中使用来自具有组件级脆弱函数的气候预测模型的天气概况数据生成故障场景和网络中断。然后进行案例研究,以量化大不列颠铁路客运系统的弹性,以在代表性浓度途径8.5(RCP8.5)气候变化方案下,在代表性浓度途径下进行高温相关的轨道屈曲。在铁路系统的弹性上进行了95年的地平线。结果还揭示了铁路系统对升高温度的非线性响应,并表明,考虑随机资产失败的模型高估了系统的弹性。
With a changing climate, the frequency and intensity of extreme weather events are likely to increase, posing a threat to infrastructure systems' resilience. The response of infrastructure systems to localised failures depends on whether assets are affected randomly, in a targeted strategic way, or any way in between. More than that, infrastructure decisions today, including new routes or improvements to existing assets, will underpin the behaviour of the systems over the next century. It is important to separate and analyse the case of climate-based disruptions and how they affect systems' resilience. This paper presents a probabilistic resilience assessment framework where failure scenarios and network disruptions are generated using weather profile data from climate prediction models with component-level fragility functions. A case study is then carried out to quantify the resilience of Great Britain's railway passenger transport system to high-temperature-related track buckling under the Representative Concentration Pathway 8.5 (RCP8.5) climate change scenario. A 95-year horizon on the resilience of the railway system is drawn. The results also reveal the non-linear responses of the railway system to the increasing temperature and show that models considering random asset failures overestimate the system's resilience.