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Title: Dynamic Modeling of VISSIM’s Critical Gap Parameter at Unsignalized Intersections
Accession Number: 01473476
Record Type: Component
Record URL: Availability: Transportation Research Board Business Office 500 Fifth Street, NW Find a library where document is available Abstract: Critical gaps are essential parameters in the modeling of traffic operations at unsignalized intersections and roundabouts and are the main determinants in the calculation of intersection capacity. In microscopic simulation tools, critical gaps are basic driver-related variables; the gaps’ values and variations within the population are user defined. Errors or oversimplifications of these basic variables may yield unrealistic results in terms of total throughput, queue lengths, waiting times, and so forth. In this study, a method is proposed for the calibration of the critical gap parameter in microscopic simulations; the method is based on individual travel time observations. A simple formulation for the calculation of critical gap parameters takes into account the increasing risk taken by drivers on a minor street with increasing volumes on the major road. This new formulation provides a better match between the accepted gaps observed in reality and the actual traffic conditions. The new methodology has been used to calibrate and validate the minimum gap parameter of the software program VISSIM through the use of data taken from several unsignalized intersections in Leuven, Belgium. The results show that the volume-dependent model outperforms the conventional constant critical gap parameters.
Monograph Title: Monograph Accession #: 01517906
Report/Paper Numbers: 13-0597
Language: English
Authors: Viti, FrancescoWolput, BartTampère, Chris M JVandervelden, PieterPagination: pp 12–20
Publication Date: 2013
ISBN: 9780309287180
Media Type: Print
Features: Figures
(8)
; Photos; References
(25)
; Tables
(5)
TRT Terms: Identifier Terms: Subject Areas: Data and Information Technology; Highways; Operations and Traffic Management; Planning and Forecasting; I71: Traffic Theory; I73: Traffic Control
Files: TRIS, TRB, ATRI
Created Date: Feb 5 2013 12:14PM
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