级联故障
脆弱性评估
脆弱性(计算)
计算机科学
节点(物理)
可靠性工程
可靠性(半导体)
相互依存
相互依存的网络
分布式计算
停电
关键基础设施
复杂网络
工程类
计算机安全
电力系统
结构工程
心理学
功率(物理)
物理
量子力学
心理弹性
心理治疗师
万维网
法学
政治学
标识
DOI:10.1061/jitse4.iseng-1677
摘要
Large-scale water distribution networks (WDNs) are vulnerable to internal faults and external attacks. When exposed to various types of natural or artificial disasters, a glitch may trigger cascading failures and even paralyze the entire WDN. An improved load-based cascading failure model is proposed to analyze both structural and functional properties in a unified framework. The load–capacity relationship, load redistribution principle, and nodal breakdown probability are key factors needed to determine the evolvement of cascading failures. Different attack strategies that represent the scenarios of random failures, intermediate-level attacks, and catastrophic disasters are performed separately. The single-node attacks are repeated on each node to locate stricken components and identify weak points. Several novel metrics, such as node vulnerability, service level, and damage size, are adopted to characterize the spatiotemporal vulnerability of WDN. The simulation results illustrate that the traditional degree-based method inevitably results in the underestimation of potential losses in disaster scenarios. The improved load-based model that stresses network topology and physical significance can better reflect the reality. spatiotemporal vulnerability analysis is proven to be a powerful tool for optimizing system design and balancing the time–cost–reliability triad.
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