An Efficient Methodology for Calibrating Traffic Flow Models Based on Bisection Analysis

Table 2

Calibration results for sample data sets by bisection based algorithm.

		Parameters
Samples		Free flow	Vehicle	P-R time	Aggression
		speed (km/h)	length (m)	(sec)	(s^2/m)
Location A	9:00–9:05 a.m.	96.1628	4.5088	1.2438	−0.0305
	12:00–12:05 p.m.	95.6600	4.5088	1.3331	−0.0311
	3:00–3:05 p.m.	96.4143	4.5029	1.2892	−0.0301
	6:00–6:05 p.m.	96.6655	4.5029	1.1903	−0.0300
Location B	9:00–9:05 a.m.	95.4087	4.4971	1.1544	−0.0310
	12:00–12:05 p.m.	98.1741	4.4912	1.2240	−0.0286
	3:00–3:05 p.m.	95.9115	4.4971	1.2592	−0.0305
	6:00–6:05 p.m.	97.6712	4.5029	1.1720	−0.0290