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

Table 5

Flow parameters for at two-junction network.

Link number	Capacity (veh/hr)	Flow (veh/hr)	Degree of saturation (%)
1	810	810	100
2	810	794	98
3	810	793	98
4	810	810	100
5	810	793	98
6	810	794	98