A dynamic modeling framework for metro network resilience assessment and improvement under extreme rainstorm disasters

Abstract Extreme rainstorms can severely disrupt metro systems through station inundation, passenger-flow redistribution, secondary overloads, and prolonged service disruption. Despite advances in metro vulnerability and resilience research, hazard exposure, direct disruption, passenger rerouting, and load-induced degradation are often modeled separately, while resilience assessment rarely integrates infrastructure availability, transport efficiency, and satisfied passenger demand. Recovery is also commonly treated as an external schedule rather than a feedback process, although station reopening may redistribute flows and trigger renewed overload. To address these limitations, this study develops a dynamic modeling framework for metro network resilience assessment and improvement across the disruption–recovery process. The metro system is represented as a time-dependent weighted network integrating rainstorm hazard, rainfall-triggered station failures, passenger rerouting, flow-induced cascading degradation, network-state evolution, performance evaluation, and recovery intervention. System performance is measured using a composite indicator of passenger service ratio, network efficiency, and station availability, while resilience is characterized through stage-based capacities and cumulative performance loss. For resilience improvement, resource-constrained recovery decisions are formulated, and a stability-screened performance-gain strategy that prioritizes stations by marginal benefit is compared with a no-intervention reference scenario. An illustrative application to a simplified Shenzhen Metro subnetwork under a normalized rainstorm scenario reproduces the progression from direct failures to cascading disruption, performance deterioration, and recovery. Sensitivity analyses further show consistent and interpretable responses to variations in station-capacity buffers, direct-failure thresholds, and recovery budgets. The framework provides a computationally tractable and transferable basis for dynamic resilience analysis, and practical recovery planning in rainstorm-exposed metro systems.

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Publication Details

Journal
Safety Emergency Science
Published
2026-10-29
DOI
https://doi.org/10.26599/ses.2026.9590029
Primary Topic
Infrastructure Resilience and Vulnerability Analysis
Type
article
Field-Weighted Citation Impact
0.00

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article

A dynamic modeling framework for metro network resilience assessment and improvement under extreme rainstorm disasters

Yangyang Meng
3 links
Safety Emergency Science
Infrastructure Resilience and Vulnerability Analysis
article

A dynamic modeling framework for metro network resilience assessment and improvement under extreme rainstorm disasters

Yangyang Meng
article en

Abstract

Abstract Extreme rainstorms can severely disrupt metro systems through station inundation, passenger-flow redistribution, secondary overloads, and prolonged service disruption. Despite advances in metro vulnerability and resilience research, hazard exposure, direct disruption, passenger rerouting, and load-induced degradation are often modeled separately, while resilience assessment rarely integrates infrastructure availability, transport efficiency, and satisfied passenger demand. Recovery is also commonly treated as an external schedule rather than a feedback process, although station reopening may redistribute flows and trigger renewed overload. To address these limitations, this study develops a dynamic modeling framework for metro network resilience assessment and improvement across the disruption–recovery process. The metro system is represented as a time-dependent weighted network integrating rainstorm hazard, rainfall-triggered station failures, passenger rerouting, flow-induced cascading degradation, network-state evolution, performance evaluation, and recovery intervention. System performance is measured using a composite indicator of passenger service ratio, network efficiency, and station availability, while resilience is characterized through stage-based capacities and cumulative performance loss. For resilience improvement, resource-constrained recovery decisions are formulated, and a stability-screened performance-gain strategy that prioritizes stations by marginal benefit is compared with a no-intervention reference scenario. An illustrative application to a simplified Shenzhen Metro subnetwork under a normalized rainstorm scenario reproduces the progression from direct failures to cascading disruption, performance deterioration, and recovery. Sensitivity analyses further show consistent and interpretable responses to variations in station-capacity buffers, direct-failure thresholds, and recovery budgets. The framework provides a computationally tractable and transferable basis for dynamic resilience analysis, and practical recovery planning in rainstorm-exposed metro systems.

Safety Emergency Science
Hong Kong Polytechnic University (HK)
National Natural Science Foundation of China
Industry, innovation and infrastructure, Sustainable cities and communities
Openalex Percentile: Top 20%
Infrastructure Resilience and Vulnerability Analysis
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