Research Article
Integrated Optimization of Tram Schedule and Signal Priority at Intersections to Minimize Person Delay
Table 4
Traffic volume and signal timings.
| | Intersection | Traffic flow
(Number of Lane) | Split
(Cycle 180 sec) | Intersection | Traffic flow
(Number of Lane) | Split
(Cycle 180 sec) | | Left | Through | Right | Left | Through | Left | Through | Right | Left | Through |
| | S1 | South | 152(1) | 1020(2) | 88(1) | 25 | 90 | S2 | South | 148(1) | 1084(2) | 96(1) | 22 | 90 | | North | 147(1) | 1016(2) | 44(1) | 25 | 90 | North | 153(1) | 1096(2) | 2(1) | 22 | 90 | | East | 144(1) | 512(2) | 372(2) | 23 | 42 | East | 148(1) | 527(2) | 212(2) | 23 | 45 | | West | 142(1) | 492(2) | 16(1) | 23 | 42 | West | 146(1) | 518(2) | 16(1) | 23 | 45 |
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