Research Article

Traffic Optimization at Junctions to Improve Vehicular Flows

Figure 2

Comparison among 𝐽 2 (a) and 𝐽 7 (b) computed by opt 𝐽 2 𝐽 7 , and fixed cases for 𝑝 = 0 . 4 and 𝑝 = 0 . 8 .
679056.fig.002a
(a)
679056.fig.002b
(b)