A Mesoscopic Simulation-Based Dynamic Traffic Assignment Model
Nowadays urban traffic is one of the main challenges for urban areas in terms of congestion, accidents and pollution. This problem has been stressed by the increasing mobility promoted by the use of private vehicles. So, the time wasted on users' trips has an important impact on urban economy. In this context, transport models become relevant for the development of new strategies and policies for a sustainable urban transport. In particular, models for traffic forecasting like dynamic traffic assignment models, providing temporal coherent representation of the interactions among traffic choices, flows, time and cost measures. In this paper, the authors develop a dynamic traffic assignment model based on the dynamic user equilibrium by solving a variational inequalities formulation under a preventive approach. An iterative solution algorithm, which is a modification of the Method of Successive Averages, explicitly considers the time and a variable traffic demand on each path of the network within the flow propagation and assignment processes. The dynamics of the reassigned flows at each iteration are simulated by a new mesoscopic multiclass multilane simulation model accounting for lane changes and traffic control at signalized intersections.
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Supplemental Notes:
- This paper was sponsored by TRB committee ADB30(2) Network Equilibrium Modeling. Alternate title: Mesoscopic Simulation-Based Dynamic Traffic Assignment Model.
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Corporate Authors:
500 Fifth Street, NW
Washington, DC United States 20001 -
Authors:
- Linares, M P
- Carmona, C
- Barcelo, J
- Serch, O
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Conference:
- Transportation Research Board 93rd Annual Meeting
- Location: Washington DC
- Date: 2014-1-12 to 2014-1-16
- Date: 2014
Language
- English
Media Info
- Media Type: Digital/other
- Features: Figures; References;
- Pagination: 19p
- Monograph Title: TRB 93rd Annual Meeting Compendium of Papers
Subject/Index Terms
- TRT Terms: Dynamic traffic assignment; Lane changing; Mesoscopic traffic flow; Signalized intersections; Sustainable transportation; Traffic simulation
- Uncontrolled Terms: Dynamic user equilibrium; Method of successive averages
- Subject Areas: Highways; Operations and Traffic Management; Planning and Forecasting; I72: Traffic and Transport Planning;
Filing Info
- Accession Number: 01516822
- Record Type: Publication
- Report/Paper Numbers: 14-2851
- Files: TRIS, TRB, ATRI
- Created Date: Mar 4 2014 1:02PM