Global assessment modeling to reveal spatiotemporal variations and socioenvironmental drivers in drainage system flood-resilient performance

IF 11 1区 工程技术 Q1 ENGINEERING, INDUSTRIAL Reliability Engineering & System Safety Pub Date : 2025-05-01 Epub Date: 2025-01-30 DOI:10.1016/j.ress.2025.110862
Zihan Liu, Yexin He, Hanbin Luo, Wenli Liu, Tianxiang Liu, Yongping Di
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Abstract

Flood resilience has received considerable attention from urban areas experiencing intense rainstorms due to urbanization and climate change. Preevent assessments and measures can facilitate the resilience performance of urban drainage infrastructure. Current resilience studies predominantly evaluate a single fixed scenario without exploring the spatiotemporal dynamic process and its underlying drivers. Here, a synthetic assessment model is developed to systematically evaluate the spatiotemporal dynamics of urban drainage system (UDS) resilience via a targeted failure pattern approach coupled with a component degradation model to identify resilience-sensitive pipe segments and provide quantitative simulation evaluations of global resilience performance at spatiotemporal scales. The Mantel test reveals the spatial correlation between pipeline sensitivity performance and socioenvironmental factors and identifies key indicators. We find that spatial failure patterns reduce system resilience more than component deterioration over time does. The resilience-sensitivity performance of pipes exhibits a significant spatial relationship with two indicators (i.e., nighttime light and population density). Subcatchment flooding-vulnerable performance is thus proven to be more sensitive to localized changes in two socioenvironmental drivers. This study provides a comprehensive framework for evaluating the spatiotemporal dynamics of urban drainage system resilience, which enables decision-makers to pinpoint priority zones where the deployment of flood mitigation strategies would be optimally effective.
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全球评估模型揭示排水系统抗洪性能的时空变化和社会环境驱动因素
由于城市化和气候变化,城市地区经历了强烈的暴雨,洪水恢复能力受到了相当大的关注。预防评估和措施可以促进城市排水基础设施的弹性性能。目前的弹性研究主要是评估单一的固定情景,而没有探索时空动态过程及其潜在驱动因素。本文建立了一个综合评估模型,通过有针对性的失效模式方法和组件退化模型,系统地评估城市排水系统(UDS)弹性的时空动态,以识别弹性敏感管段,并在时空尺度上提供全球弹性性能的定量模拟评估。Mantel测试揭示了管道敏感性性能与社会环境因素之间的空间相关性,并确定了关键指标。我们发现,随着时间的推移,空间失效模式比组件退化更能降低系统的弹性。管道的弹性敏感性能与夜间光照和人口密度两个指标存在显著的空间关系。因此,小流域的洪水脆弱性表现对两个社会环境驱动因素的局部变化更为敏感。该研究为评估城市排水系统弹性的时空动态提供了一个全面的框架,使决策者能够确定部署防洪策略最有效的优先区域。
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来源期刊
Reliability Engineering & System Safety
Reliability Engineering & System Safety 管理科学-工程:工业
CiteScore
15.20
自引率
39.50%
发文量
621
审稿时长
67 days
期刊介绍: Elsevier publishes Reliability Engineering & System Safety in association with the European Safety and Reliability Association and the Safety Engineering and Risk Analysis Division. The international journal is devoted to developing and applying methods to enhance the safety and reliability of complex technological systems, like nuclear power plants, chemical plants, hazardous waste facilities, space systems, offshore and maritime systems, transportation systems, constructed infrastructure, and manufacturing plants. The journal normally publishes only articles that involve the analysis of substantive problems related to the reliability of complex systems or present techniques and/or theoretical results that have a discernable relationship to the solution of such problems. An important aim is to balance academic material and practical applications.
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