A Mixed-Flow Cellular Automaton Model for Vehicle Nonstrict Priority Give-Way Behavior at Crosswalks

Figure 10

Space-time diagrams of saturation flow vehicles under different driving (=0.5,  = 0.5). (a)  = 0.1,  = 0.1. (b)  = 0.1,  = 0.9. (c)  = 0.9,  = 0.1. (d)  = 0.9,  = 0.9.

(a)

(b)

(c)

(d)