{"title":"Early detection of traffic flow breakdown at highway bottleneck using section-based transitional instability","authors":"Hyeyoung Tak, Hwasoo Yeo","doi":"10.1016/j.trc.2025.105483","DOIUrl":null,"url":null,"abstract":"<div><div>Traffic flow breakdowns refer to abrupt transitions from free-flow to congested conditions, typically occurring at freeway bottlenecks. Due to their sudden onset and the complex interactions driving them, early detection remains a challenging task in traffic operations. These events are often preceded by a transitional state—referred to as the pre-breakdown state—during which traffic conditions exhibit growing instability. Most existing studies define breakdowns using threshold-based criteria such as a sudden shift in speed at a single detector. Although such point-based methods can capture local changes, they often fail to reflect broader spatial interactions across adjacent sections. This study proposes a section-based framework that jointly analyzes upstream and downstream conditions to capture the spatial heterogeneity within a segment. A composite metric, the Dynamic Instability Score (DIS), is introduced to quantify sectional instability based on short-term temporal responsiveness and spatial imbalance. The methodology includes traffic state identification, DIS computation, and early warning detection. The DIS is calibrated using ROC-based thresholding at the boundary between free-flow and transitional states, ensuring sensitivity to early instability while minimizing false alarms. Empirical evaluations on freeway segments with recurrent bottlenecks demonstrate that DIS serves as a reliable leading indicator. Compared to point-based measures, it achieves higher accuracy and lower false-alarm rates, while preserving practical lead times. These results highlight the importance of capturing transitional instability during the pre-breakdown state and support the use of section-based indicators for proactive congestion management.</div></div>","PeriodicalId":54417,"journal":{"name":"Transportation Research Part C-Emerging Technologies","volume":"183 ","pages":"Article 105483"},"PeriodicalIF":8.4000,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Research Part C-Emerging Technologies","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0968090X25004875","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2025/12/4 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"TRANSPORTATION SCIENCE & TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
Traffic flow breakdowns refer to abrupt transitions from free-flow to congested conditions, typically occurring at freeway bottlenecks. Due to their sudden onset and the complex interactions driving them, early detection remains a challenging task in traffic operations. These events are often preceded by a transitional state—referred to as the pre-breakdown state—during which traffic conditions exhibit growing instability. Most existing studies define breakdowns using threshold-based criteria such as a sudden shift in speed at a single detector. Although such point-based methods can capture local changes, they often fail to reflect broader spatial interactions across adjacent sections. This study proposes a section-based framework that jointly analyzes upstream and downstream conditions to capture the spatial heterogeneity within a segment. A composite metric, the Dynamic Instability Score (DIS), is introduced to quantify sectional instability based on short-term temporal responsiveness and spatial imbalance. The methodology includes traffic state identification, DIS computation, and early warning detection. The DIS is calibrated using ROC-based thresholding at the boundary between free-flow and transitional states, ensuring sensitivity to early instability while minimizing false alarms. Empirical evaluations on freeway segments with recurrent bottlenecks demonstrate that DIS serves as a reliable leading indicator. Compared to point-based measures, it achieves higher accuracy and lower false-alarm rates, while preserving practical lead times. These results highlight the importance of capturing transitional instability during the pre-breakdown state and support the use of section-based indicators for proactive congestion management.
期刊介绍:
Transportation Research: Part C (TR_C) is dedicated to showcasing high-quality, scholarly research that delves into the development, applications, and implications of transportation systems and emerging technologies. Our focus lies not solely on individual technologies, but rather on their broader implications for the planning, design, operation, control, maintenance, and rehabilitation of transportation systems, services, and components. In essence, the intellectual core of the journal revolves around the transportation aspect rather than the technology itself. We actively encourage the integration of quantitative methods from diverse fields such as operations research, control systems, complex networks, computer science, and artificial intelligence. Join us in exploring the intersection of transportation systems and emerging technologies to drive innovation and progress in the field.