Research Article
The Departure Characteristics of Traffic Flow at the Signalized Intersection
Table 3
Relevant departure data of traffic flow at the intersection through investigation.
| ā | The starting time of leading vehicle | The starting time of the last vehicle | The number of queued vehicles | Length of the queue | Speed of traffic wave (m/s) | Stabilized time headway (s) | Stabilized space headway | Green light time (s) | The number of departure vehicles in green light time (s) |
| 1 | 00.59.09 | 01.22.11 | 17 | 110.5 | 4.78 | 2.02 | 15.23 | 42 | 19 | 2 | 03.38.13 | 04.04.37 | 18 | 115.2 | 4.39 | 1.76 | 17.6 | 42 | 22 | 3 | 06.14.17 | 06.40.67 | 18 | 111.6 | 4.21 | 1.96 | 14.92 | 42 | 20 | 4 | 08.53.50 | 09.17.22 | 15 | 98.3 | 3.96 | 1.8 | 16.17 | 42 | 22 | 5 | 11.32.77 | 11.52.60 | 15 | 94.5 | 4.76 | 1.93 | 15.44 | 42 | 18 |
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