Research Article
Integrated Optimization of Tram Schedule and Signal Priority at Intersections to Minimize Person Delay
Table 7
Traffic volume and signal timings at intersections along the Ningbo tramline.
| 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 | S5 | South | 140(1) | 1008(2) | 60(1) | 27 | 90 | North | 147(1) | 1016(2) | 44(1) | 25 | 90 | North | 142(1) | 1024(3) | 168(2) | 27 | 90 | East | 144(1) | 512(2) | 372(2) | 23 | 42 | | East | 157(1) | 470(2) | 214(2) | 23 | 40 | West | 142(1) | 492(2) | 16(1) | 23 | 42 | West | 212(2) | 468(2) | 74(1) | 23 | 40 | S2 | South | 148(1) | 1084(2) | 96(1) | 22 | 90 | S6 | South | 144(1) | 1178(2) | 362(2) | 25 | 86 | North | 153(1) | 1096(2) | 2(1) | 22 | 90 | North | 137(1) | 1032(2) | 58(2) | 25 | 86 | East | 148(1) | 527(2) | 212(2) | 23 | 45 | East | 240(2) | 408(2) | 410(2) | 34 | 35 | West | 146(1) | 518(2) | 16(1) | 23 | 45 | West | 144(1) | 412(3) | 72(1) | 34 | 35 | S3 | South | 134(1) | 1064(2) | 24(1) | 27 | 90 | S7 | South | 146(1) | 1052(2) | 258(1) | 26 | 77 | North | 146(1) | 1004(2) | 20(1) | 27 | 90 | North | 141(1) | 1003(2) | 82(1) | 26 | 77 | East | 132(1) | 510(2) | 120(2) | 23 | 40 | East | 142(1) | 522(2) | 120(1) | 36 | 41 | West | 138(1) | 512(2) | 108(1) | 23 | 40 | West | 137(1) | 514(2) | 132(1) | 36 | 41 | S4 | South | 148(1) | 1056(2) | 60(1) | 21 | 90 | | | | | | | | North | 139(1) | 1096(2) | 176(1) | 21 | 90 | | | | | | | East | 148(1) | 482(2) | 132(1) | 26 | 43 | | | | | | | West | 144(1) | 512(2) | 80(1) | 26 | 43 | | | | | | |
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