A review of graph and complex network theory in water distribution networks: Mathematical foundation, application and prospects

Water Research, Journal Year: 2024, Volume and Issue: 253, P. 121238 - 121238

Published: Feb. 3, 2024

Language: Английский

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Resilience evaluation for water distribution system based on partial nodes’ hydraulic information

Water Research, Journal Year: 2023, Volume and Issue: 241, P. 120148 - 120148

Published: May 30, 2023

Language: Английский

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Digital twin-based resilience evaluation and intelligent strategies of smart urban water distribution networks for emergency management

Resilient Cities and Structures, Journal Year: 2025, Volume and Issue: 4(1), P. 41 - 52

Published: Feb. 24, 2025

Language: Английский

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Prediction of Reliability for Water Distribution System Using ANN and Benchmark Table

Journal of The Institution of Engineers (India) Series A, Journal Year: 2025, Volume and Issue: unknown

Published: March 29, 2025

Language: Английский

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Flood Disaster Chain Deduction Based on Cascading Failures in Urban Critical Infrastructure

Reliability Engineering & System Safety, Journal Year: 2025, Volume and Issue: unknown, P. 111160 - 111160

Published: April 1, 2025

Language: Английский

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Enhancing flood resilience of urban rail transit systems through recovery resource scheduling optimisation: A case study of London

Sustainable Cities and Society, Journal Year: 2025, Volume and Issue: unknown, P. 106437 - 106437

Published: May 1, 2025

Language: Английский

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Resilience enhancement of water distribution networks under pipe failures: a hydraulically inspired complex network approach

AQUA - Water Infrastructure Ecosystems and Society, Journal Year: 2023, Volume and Issue: 72(12), P. 2358 - 2376

Published: Nov. 1, 2023

Abstract The resilience of water distribution networks (WDNs) should be proactively evaluated to reduce the potential impacts disruptive events. This study proposes a novel hydraulically-inspired complex network approach (HCNA) assess and enhance WDN in case single-pipe failure. Unlike conventional hydraulic-based models, HCNA requires no hydraulic simulations for analysis. Instead, it quantifies failure consequences edges (pipes) on graph by incorporating topological attributes with flow redistribution triggered failures. procedure leads identification critical (pipes), as well impacted ones, representing more susceptible others. are then systematically resized integrating graph-based design approach, obtaining wide range enhancement solutions. A comparative between model three WDNs confirms HCNA's effectiveness identifying most pipes various sizes. Furthermore, provides comparable solutions evolutionary optimization but significantly lower computational effort (1,400 times faster). Thus, can efficiently used large-scale WDNs, where application optimizations is limited due intensive workload.

Language: Английский

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Seismic Resilience Evaluation of Urban Multi-Age Water Distribution Systems Considering Soil Corrosive Environments

Sustainability, Journal Year: 2024, Volume and Issue: 16(12), P. 5126 - 5126

Published: June 16, 2024

Evaluating the seismic resilience (SR) of water distribution systems (WDSs) can support decision-making in optimizing design, enhancing reinforcement, retrofitting efforts, and accumulating resources for earthquake emergencies. Owing to complex geological environment, buried supply pipelines exhibit varying degrees corrosion, which worsens as age, leading a continuous degradation their mechanical performance, thereby impacting SR WDSs. Consequently, this study proposes an evaluation method WDSs that takes into account corrosive environment service age pipelines. Utilizing analytical fragility analysis method, research establishes curves various ages diameters diverse environments, combination with Monte Carlo simulation generate damage scenarios Furthermore, post-earthquake satisfaction is utilized characterize system performance (SP) Two repair strategies are employed damaged pipes: assigning single crew address damages sequentially deploying each location simultaneously, assess minimum maximum values The application results indicated decrease SP across 36 conditions was 32%, lowest value being 0.838. Under identical intensities, varied by much 16.2% different soil conditions. rare conditions, effect significantly outweighs impact on Post-disaster restoration minimize

Language: Английский

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A graph-based method for identifying critical pipe failure combinations in water distribution networks

Water Science & Technology Water Supply, Journal Year: 2024, Volume and Issue: 24(7), P. 2353 - 2366

Published: June 18, 2024

ABSTRACT Water distribution networks (WDNs) are critical infrastructures prone to vulnerabilities which lead failures. Identifying vulnerable components, especially multiple pipe failure combinations, is crucial for effective management and ensuring high reliability. Hydraulic simulations commonly used analysing the criticality of WDN, but time-consuming highly data-reliant, limiting number testable combinations. To address these limitations constraints, a graph-based method proposed quantify impact magnitude scenarios on performance, enabling identification The approach utilizes structural topological characteristics WDNs as well spatial demand replicate hydraulic behaviour. accuracy assessed by testing it three case studies with various results compared analyses. demonstrate strong correlation (Spearman coefficient > 0.75) between ranking state-of-the-art hydraulic-based ranking. Additionally, exhibits significant computational gain factor greater than 30 method, rendering valuable actively exploring wide range combinations devising countermeasures. Furthermore, hybrid-based that integrates both graph methods enhanced robust assessments.

Language: Английский

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Seismic Performance Evaluation of Corroded Water Distribution Systems Considering Firefighting

Journal of Water Resources Planning and Management, Journal Year: 2023, Volume and Issue: 150(2)

Published: Nov. 16, 2023

Large earthquakes often damage water pipelines and disrupt the functionality of distribution systems (WDS). This paper investigates hydraulic performance WDS following an earthquake, taking into account postearthquake firefighting capacity system corrosion deterioration pipelines. The seismic failure probability for corroded pipes is calculated using a modified American Lifeline Alliance fragility function, simulations are performed network tool resilience. Water serviceability generalized resilience index used as measures to determine WDS, which evaluated under various conditions ages intensities. framework developed in this study exemplified Zhi Jiang (ZJ) WDS. results indicate that, although does not significantly reduce measures, it necessary consider recovery plans since more customers likely lose supply due fires. behavior worst older or those subjected higher magnitudes. Due scenario earthquake event, reduces ages, networks require longer times. Therefore, has significant influence on system-level performance.

Language: Английский

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