Research Article
Dynamic Phase Signal Control Method for Unstable Asymmetric Traffic Flow at Intersections
Table 4
Simulation queue length of the current intersection signal control scheme.
| Items | South pproach | West approach | North approach | East approach | Left-turn | Through | Left-turn | Through | Left-turn | Through | Left-turn | Through |
| Average | Flow (m) | 13 | 88 | 8 | 33 | 16 | 47 | 10 | 58 | Intersection(m) | 34 |
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