Tehnički vjesnik, Vol. 23 No. 5, 2016.
Izvorni znanstveni članak
https://doi.org/10.17559/TV-20140702174255
Parameters of the intelligent driver model in signalized intersections
Tamás Kovács
; Kecskemét College, GAMF, Department of Informatics, Izsáki 10, 6000 Kecskemét, Hungary
Kálmán Bolla
; Kecskemét College, GAMF, Department of Informatics, Izsáki 10, 6000 Kecskemét, Hungary
Rafael Alvarez Gil
; Kecskemét College, GAMF, Department of Informatics, Izsáki 10, 6000 Kecskemét, Hungary
Edit Csizmás
; Kecskemét College, GAMF, Department of Informatics, Izsáki 10, 6000 Kecskemét, Hungary
Csaba Fábián
; Kecskemét College, GAMF, Department of Informatics, Izsáki 10, 6000 Kecskemét, Hungary
Lóránt Kovács
; Kecskemét College, GAMF, Department of Informatics, Izsáki 10, 6000 Kecskemét, Hungary
Krisztián Medgyes
; Kecskemét College, GAMF, Department of Informatics, Izsáki 10, 6000 Kecskemét, Hungary
József Osztényi
; Kecskemét College, GAMF, Department of Informatics, Izsáki 10, 6000 Kecskemét, Hungary
Attila Végh
; Kecskemét College, GAMF, Department of Informatics, Izsáki 10, 6000 Kecskemét, Hungary
Sažetak
In the present paper the constant parameters of the (car following) Intelligent Driver Model are calibrated so as to obtain correct flow capacities of a signalized intersection. The calibration is based on measured time-headway parameters of the consecutive vehicles. The measurement data were taken from the work published by Dey et al. The parameters were calibrated partly by numeric calculations and partly by computer simulation, which was developed by the authors of this paper. The simulated environment was a single lane road terminated by a signalized intersection with a queue of stopped cars. As the result of the calibration, the model produced the measured saturated time-headway constant in the stationary flow phase and gave a good approximation of the consecutive time-headways in the initial transient phase. It was found that the calibrated constants of the Intelligent Driver Model considerably differ from the values proposed for modelling traffic on motorways: in a signalized intersection situation higher maximal acceleration and lower safe time gap parameters should be applied. More precisely, the differences are about 30 % in each case.
Ključne riječi
Intelligent Driver Model; signalized intersection; traffic simulation
Hrčak ID:
167511
URI
Datum izdavanja:
13.10.2016.
Posjeta: 1.680 *