A Simultaneous Solution for Reserve Capacity Maximization and Delay Minimization Problems in Signalized Road Networks

Table 3

Flow parameters for at two-junction network.

Link number	Capacity (veh/hr)	Flow (veh/hr)	Degree of saturation (%)
1	1332	751	56
2	1332	0	0
3	288	0	0
4	1260	749	59
5	360	0	0
6	360	0	0