Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/98780
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Electrical Engineering | en_US |
| dc.creator | Hu, S | en_US |
| dc.creator | Shen, M | en_US |
| dc.creator | Gu, W | en_US |
| dc.date.accessioned | 2023-05-19T03:21:41Z | - |
| dc.date.available | 2023-05-19T03:21:41Z | - |
| dc.identifier.issn | 0965-8564 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10397/98780 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Pergamon Press | en_US |
| dc.rights | © 2023 Elsevier Ltd. All rights reserved. | en_US |
| dc.rights | © 2023. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/ | en_US |
| dc.rights | The following publication Hu, S., Shen, M., and Gu, W. (2023). Impacts of bus overtaking policies on the capacity of bus stops. Transportation Research Part A: Policy and Practice, 173, 103702 is available at https://doi.org/10.1016/j.tra.2023.103702. | en_US |
| dc.subject | Bus stop capacity | en_US |
| dc.subject | Bus queues | en_US |
| dc.subject | Overtaking maneuvers | en_US |
| dc.subject | Near-side and far-side stops | en_US |
| dc.subject | Oblique insertion | en_US |
| dc.subject | Simulation | en_US |
| dc.title | Impacts of bus overtaking policies on the capacity of bus stops | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.volume | 173 | en_US |
| dc.identifier.doi | 10.1016/j.tra.2023.103702 | en_US |
| dcterms.abstract | Long bus queues at busy stops plague bus systems in many cities. Since berths are laid-out in tandem, buses’ overtaking maneuvers are often prohibited or restricted, which can significantly reduce a bus stop’s discharge capacity. When overtaking is allowed, aggressive drivers may perform disruptive oblique insertion maneuvers that would undermine stop capacity and compromise safety. This paper develops parsimonious yet realistic simulation models to examine the impacts of different overtaking policies on bus-stop capacity. Key realistic features are considered, including the oblique insertions resulting from overtaking, impacts of a nearby traffic signal, and bus traffic characteristics (reaction and move-up times). Extensive numerical experiments unveil many new findings. Some are at odds with those reported by previous studies. In addition, we examine two strategies that can improve the stop capacity without incurring disruptive oblique insertions. Practical implications of our findings are discussed, especially on choosing the most productive overtaking policy and means to minimize the capacity lost to buses’ mutual blockage at stops. These implications have broad applications to various types of bus stops. | en_US |
| dcterms.accessRights | open access | en_US |
| dcterms.bibliographicCitation | Transportation research. Part A. Policy and practice, July 2023, v. 173, 103702 | en_US |
| dcterms.isPartOf | Transportation research. Part A. Policy and practice | en_US |
| dcterms.issued | 2023-07 | - |
| dc.identifier.artn | 103702 | en_US |
| dc.description.validate | 202305 bcww | en_US |
| dc.description.oa | Accepted Manuscript | en_US |
| dc.identifier.FolderNumber | a2035 | - |
| dc.identifier.SubFormID | 46340 | - |
| dc.description.fundingSource | RGC | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | the Hong Kong Polytechnic University | en_US |
| dc.description.fundingText | the Guangdong University of Technology | en_US |
| dc.description.fundingText | the Guangdong Basic and Applied Basic Research Foundation | en_US |
| dc.description.fundingText | the Science and Technology Planning Project of Guangzhou | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.description.oaCategory | Green (AAM) | en_US |
| Appears in Collections: | Journal/Magazine Article | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Hu_Bus_Overtaking_Policies.pdf | Pre-Published version | 1.75 MB | Adobe PDF | View/Open |
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