Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/90844
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Logistics and Maritime Studies-
dc.creatorChen, X-
dc.creatorWang, Y-
dc.creatorZhang, Y-
dc.date.accessioned2021-09-03T02:34:30Z-
dc.date.available2021-09-03T02:34:30Z-
dc.identifier.urihttp://hdl.handle.net/10397/90844-
dc.language.isoenen_US
dc.publisherMolecular Diversity Preservation International (MDPI)en_US
dc.rights© 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Chen, X.;Wang, Y.; Zhang, Y. A Trial-and-Error Toll Design Method for Traffic Congestion Mitigation on Large River-Crossing Channels in a Megacity. Sustainability 2021, 13, 2749 is available at https://doi.org/10.3390/su13052749en_US
dc.subjectBi‐objective optimizationen_US
dc.subjectCongestion pricingen_US
dc.subjectRoad transportation managementen_US
dc.subjectTrial-and‐erroren_US
dc.titleA trial‐and‐error toll design method for traffic congestion mitigation on large river‐crossing channels in a megacityen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1-
dc.identifier.epage13-
dc.identifier.volume13-
dc.identifier.issue5-
dc.identifier.doi10.3390/su13052749-
dcterms.abstractIn this study, we addresse traffic congestion on river‐crossing channels in a megacity which is divided into several subareas by trunk rivers. With the development of urbanization, cross-river travel demand is continuously increasing. To deal with the increasing challenge, the urban transport authority may build more river‐crossing channels and provide more high‐volume public transport services to alleviate traffic congestion. However, it is widely accepted that even though these strategies can mitigate traffic congestion to a certain level, they are not essential approaches to address traffic congestion. In this study, we consider a channel toll scheme for addressing this issue. Additional fares are applied to private vehicles, that an appropriate number of private vehicle drivers are motivated to take public transport or switch to neighboring uncongested river‐crossing channels. To minimize the toll surcharge on both neighboring channels, while alleviating the traffic flow to a certain level, in this study, we provide a bi‐objective mathematical model. Some properties of this model are discussed, including the existence and uniqueness of the Pareto optimal solution. To address this problem, a trial‐and‐error method is applied. Numerical experiments are provided to validate the proposed solution method.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationSustainability, Mar. 2021, v. 13, no. 5, 2749, p. 1-13-
dcterms.isPartOfSustainability-
dcterms.issued2021-03-
dc.identifier.scopus2-s2.0-85102578373-
dc.identifier.eissn2071-1050-
dc.identifier.artn2749-
dc.description.validate202109 bcvc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.pubStatusPublisheden_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
sustainability-13-02749-v2.pdf3.19 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Version of Record
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

37
Last Week
0
Last month
Citations as of May 19, 2024

Downloads

7
Citations as of May 19, 2024

SCOPUSTM   
Citations

3
Citations as of May 16, 2024

WEB OF SCIENCETM
Citations

2
Citations as of May 16, 2024

Google ScholarTM

Check

Altmetric


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