Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/89885
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Electrical Engineeringen_US
dc.creatorYang, Fen_US
dc.creatorGu, Wen_US
dc.creatorCassidy, MJen_US
dc.creatorLi, Xen_US
dc.creatorLi, Ten_US
dc.date.accessioned2021-05-13T08:32:00Z-
dc.date.available2021-05-13T08:32:00Z-
dc.identifier.issn0968-090Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/89885-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2020 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Yang, F., Gu, W., Cassidy, M. J., Li, X., & Li, T. (2020). Achieving higher taxi outflows from a drop-off lane: A simulation-based study. Transportation Research Part C: Emerging Technologies, 115, 102623 is available at https://dx.doi.org/10.1016/j.trc.2020.102623.en_US
dc.subjectControl strategiesen_US
dc.subjectDrop-off laneen_US
dc.subjectFIFO laneen_US
dc.subjectSimulationen_US
dc.subjectTaxi outflowen_US
dc.subjectTaxi queuesen_US
dc.titleAchieving higher taxi outflows from a drop-off lane : A simulation-based studyen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume115en_US
dc.identifier.doi10.1016/j.trc.2020.102623en_US
dcterms.abstractLanes used by taxis and other shared-ride vehicles at airports and rail terminals are often congested. The present paper examines congestion-mitigating strategies for a special type of lane inside of which taxis are prohibited from overtaking each other while dropping-off patrons. Taxis must therefore often wait in first-in-first-out (FIFO) queues that form in the lane during busy periods. Patrons may be discharged from taxis upon reaching a desired area near the terminal entrance. When wait times grow long, however, some taxis discharge their patrons in advance of that desired area. The Nanjing South Railway Station in China is selected as a case study. Its FIFO drop-off lane is presently managed by police officers who allow taxis to enter the lane in batched fashion. Inefficiencies are observed because curb space near the upstream and downstream ends of the lane often goes unused. A microscopic simulation model is developed in-house, and is painstakingly calibrated to data measured in the study site's FIFO lane. Simulation experiments indicate that rescinding the lane's present batching strategy can increase taxi outflow by more than 25%. Further experiments show that even greater gains can be achieved by requiring taxis to discharge patrons when forced by downstream queues to stop a prescribed distance in advance of a desired drop-off area. Further gains were predicted by requiring the lead taxi in each batch to discharge its patron(s) only after travelling a prescribed distance beyond a desired location. The above findings are confirmed for scenarios calibrated with field data collected on two different days, and for hypothetical scenarios with varying input parameters. Roles that technology can play in implementing these new lane-management strategies are discussed. So are their practical implications in light of the present boom in shared-ride services.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationTransportation research. Part C, Emerging technologies, June 2020, v. 115, 102623en_US
dcterms.isPartOfTransportation research. Part C, Emerging technologiesen_US
dcterms.issued2020-06-
dc.identifier.scopus2-s2.0-85082864105-
dc.identifier.artn102623en_US
dc.description.validate202105 bchyen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera0783-n11-
dc.identifier.SubFormID1711-
dc.description.fundingSourceRGCen_US
dc.description.fundingTextGeneral Research Fund 15217415en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Yang_Higher_Taxi_Outflows.pdfPre-Published version1.19 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

111
Last Week
0
Last month
Citations as of Apr 14, 2025

Downloads

93
Citations as of Apr 14, 2025

SCOPUSTM   
Citations

19
Citations as of Dec 19, 2025

WEB OF SCIENCETM
Citations

12
Citations as of Oct 10, 2024

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.