A Method for Signal Coordination in Large-Scale Urban Road Networks

Table 2

Input traffic flow (veh/h).

Scenarios	Entrance	Input traffic flow of each arterial road
		Case  1	Eastbound	1200			300	500
Westbound	1000								300
Southbound			800	900			350
Northbound			1000	950				300
Case  2	Eastbound	1800			400	450
	Westbound	1500							350
	Southbound		1200	1350			400
	Northbound		1500	1450				400
Case  3	Eastbound	2400			450	500
	Westbound	2000							400
	Southbound		1500	1600			450
	Northbound		1800	1750				450