Integration of Model-Based Signal Control and Queue Spillover Control for Urban Oversaturated Signalized Intersection

Figure 10

The basic green time splits scheme at different intersections. The green time splits of the three signal groups at Intersection 1 are 35 s, 65 s, and 40 s, respectively, while the green time splits of the three signal groups for Intersection 2 are 45 s, 55 s, and 40 s, respectively.