Research Article
Use of an Improved Car-Following Model to Explain the Influence of Traffic Composition on Saturation Headway at Signalized Intersections
Table 1
A typical car-following process with measurement data.
| | Time (s) | (m/s) | (m/s) | s (m) | a (m/s2) |
| | 0.125 | 0.20 | 0.02 | 4.21 | 0.46 | | 0.250 | 0.21 | 0.04 | 4.33 | 0.6 | | 0.375 | 0.23 | 0.07 | 4.47 | 0.73 | | 0.500 | 0.25 | 0.09 | 4.62 | 0.87 | | 0.625 | 0.27 | 0.12 | 4.80 | 0.99 | | 0.750 | 0.29 | 0.15 | 4.99 | 1.12 | | 0.875 | 0.31 | 0.18 | 5.21 | 1.23 | | 1.000 | 0.33 | 0.21 | 5.44 | 1.34 | | …… | …… | …… | …… | …… | | 7.625 | 3.08 | 2.26 | 22.24 | 0.22 |
|
|
