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.

IntersectionTraffic flow
(Number of Lane)
Split
(Cycle 180 sec)
IntersectionTraffic flow
(Number of Lane)
Split
(Cycle 180 sec)
LeftThroughRightLeftThroughLeftThroughRightLeftThrough

S1South152(1)1020(2)88(1)2590S5South140(1)1008(2)60(1)2790
North147(1)1016(2)44(1)2590North142(1)1024(3)168(2)2790
East144(1)512(2)372(2)2342East157(1)470(2)214(2)2340
West142(1)492(2)16(1)2342West212(2)468(2)74(1)2340
S2South148(1)1084(2)96(1)2290S6South144(1)1178(2)362(2)2586
North153(1)1096(2)2(1)2290North137(1)1032(2)58(2)2586
East148(1)527(2)212(2)2345East240(2)408(2)410(2)3435
West146(1)518(2)16(1)2345West144(1)412(3)72(1)3435
S3South134(1)1064(2)24(1)2790S7South146(1)1052(2)258(1)2677
North146(1)1004(2)20(1)2790North141(1)1003(2)82(1)2677
East132(1)510(2)120(2)2340East142(1)522(2)120(1)3641
West138(1)512(2)108(1)2340West137(1)514(2)132(1)3641
S4South148(1)1056(2)60(1)2190
North139(1)1096(2)176(1)2190
East148(1)482(2)132(1)2643
West144(1)512(2)80(1)2643