Journal of Applied Mathematics / 2014 / Article / Tab 2

Research Article

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) (s2/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 B9:00–9:05 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

Article of the Year Award: Outstanding research contributions of 2020, as selected by our Chief Editors. Read the winning articles.