Technical Papers
Sep 2, 2021

Improved Approach for Forecasting Extra-Peak Hourly Subway Ridership at Station-Level Based on LASSO

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 147, Issue 11

Abstract

Prediction of the extra-peak hourly ridership (EPHR) is directly related to the capacity design of subway station service facilities. In the traditional station-level EPHR prediction process, the predicted value is simply the result of the multiplication of the predicted peak hourly ridership (PHR) value by a unified extra-peak hour factor (EPHF). However, the station-level EPHR predicted by this method may be underestimated because the PHR prediction results are extracted from a line-level prediction value, rather than the station-level value. Moreover, while the existing EPHF is always determined by China’s Code for Design of Metro, it is too simple and unrefined to be applicable. The proposed station-level EPHR prediction approach exhibits significantly improved accuracy and applicability via the introduction of a least absolute shrinkage and selection operator (LASSO)-based feature selection method. The historical ridership and related attribute data of the stations are used to construct relationship models for the peak deviation coefficient (PDC) and the EPHF to make the model more explanatory. As a case study, this approach was evaluated on a real-world, large-scale passenger flow dataset from Xi’an, China, and compared with the results of the traditional method. The results indicate that the EPHR prediction accuracies of 10% to 51% of the stations are improved and the corresponding mean absolute percentage error (MAPE) is reduced by 6%–30%, as compared with the traditional method, suggesting wider applicability and higher precision for station-level prediction. A supplementary comparison with two other feature selection methods further verifies that the LASSO-based approach exhibits higher accuracy and applicability.

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Data Availability Statement

Station ridership data used during the study were provided by Xi’an Metro Group Co., Ltd. Requests for these materials may be made directly to the provider, as indicated in the Acknowledgements.

Acknowledgments

The authors would like to thank Xi’an Metro Group Co., Ltd. for the station ridership data. This research is supported by the National Natural Science Foundation of China, Grant No. 71871027. The authors confirm contribution to the paper as follows: study conception and design: Wei and Cheng; data collection: Wei, Yu, Zhang, and Chen; analysis and interpretation of results: Wei, Cheng, and Zhang; draft manuscript preparation: Wei; original draft preparation: Wei; and review and editing: Cheng and Chen.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 147Issue 11November 2021

History

Received: Nov 17, 2020
Accepted: May 14, 2021
Published online: Sep 2, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 2, 2022

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Ph.D. Student, Dept. of Traffic Engineering, College of Transportation Engineering, Chang’an Univ., Middle Section of Nan Erhuan Rd., Xi’an 710064, China (corresponding author). ORCID: https://orcid.org/0000-0002-2921-8113. Email: [email protected]
Ph.D. Student, Dept. of Traffic Engineering, College of Transportation Engineering, Chang’an Univ., Middle Section of Nan Erhuan Rd., Xi’an 710064, China. ORCID: https://orcid.org/0000-0001-6326-0107. Email: [email protected]
Ph.D. Student, Dept. of Traffic Engineering, College of Transportation Engineering, Chang’an Univ., Middle Section of Nan Erhuan Rd., Xi’an 710064, China. Email: [email protected]
Shuang Zhang [email protected]
Ph.D. Student, Dept. of Traffic Engineering, College of Transportation Engineering, Chang’an Univ., Middle Section of Nan Erhuan Rd., Xi’an 710064, China. Email: [email protected]
Kuanmin Chen [email protected]
Professor, Dept. of Traffic Engineering, College of Transportation Engineering, Chang’an Univ., Middle Section of Nan Erhuan Road, Xi’an 710064, China. Email: [email protected]

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Cited by

  • Predicting Station-Level Peak Hour Ridership of Metro Considering the Peak Deviation Coefficient, Sustainability, 10.3390/su16031225, 16, 3, (1225), (2024).
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