Integrated optimization of train stopping plans and timetabling for urban rail transit based on dynamic demand

This study addresses the higher demand of passengers during peak hours in urban rail transit by proposing an integrated optimization of train stopping plans and timetabling to reduce overcrowding and the total waiting time. A nonlinear integer programming model is developed, incorporating passenger demand, operation costs, train capacity, and station congestion levels. The decision variables include the stopping plan and departure headways. The objective is to minimize total operation time, average operation time, and waiting time, while reducing congestion variance across stations. A case study using the NSGA-II algorithm shows that the optimized solution significantly alleviates station congestion compared to the all-stop plan. Additionally, it reduces average operation time, total operation time, and waiting time by 3.42%, 9.40%, and 10.44%, respectively, demonstrating the model's feasibility and effectiveness.

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Publication Details

Journal
Digital Transportation and Safety
Published
2025-01-01
DOI
https://doi.org/10.48130/dts-0025-0001
Citations
2
Primary Topic
Railway Systems and Energy Efficiency
Type
article
Field-Weighted Citation Impact
2.48

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article

Integrated optimization of train stopping plans and timetabling for urban rail transit based on dynamic demand

Qiuchi Xue, Jian Wu, Xin Yang, Ye Yuan et al.
2 citations
Digital Transportation and Safety
Railway Systems and Energy Efficiency
2.48
article

Integrated optimization of train stopping plans and timetabling for urban rail transit based on dynamic demand

Qiuchi Xue, Jian Wu, Xin Yang, Ye Yuan, Ji Han
article en
2 citations

Abstract

This study addresses the higher demand of passengers during peak hours in urban rail transit by proposing an integrated optimization of train stopping plans and timetabling to reduce overcrowding and the total waiting time. A nonlinear integer programming model is developed, incorporating passenger demand, operation costs, train capacity, and station congestion levels. The decision variables include the stopping plan and departure headways. The objective is to minimize total operation time, average operation time, and waiting time, while reducing congestion variance across stations. A case study using the NSGA-II algorithm shows that the optimized solution significantly alleviates station congestion compared to the all-stop plan. Additionally, it reduces average operation time, total operation time, and waiting time by 3.42%, 9.40%, and 10.44%, respectively, demonstrating the model's feasibility and effectiveness.

Digital Transportation and SafetyVol. 4(1)
Beijing Jiaotong University (CN), Dalian University of Technology (CN), Shenzhen Metro (China) (CN)
National Natural Science Foundation of China, Overseas Expertise Introduction Center for Discipline Innovation of Food Nutrition and Human Health (111 Center)
Sustainable cities and communities
Openalex Percentile: Top 11%
Railway Systems and Energy Efficiency
2.48
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