Traffic Optimization at Junctions to Improve Vehicular Flows

Table 2

Optimal right of way parameters for simulation cases 𝐴, 𝐵, 𝐶, and 𝐷.

Case	opt𝐽1	opt𝐽2𝐽7	opt𝐽6
A	𝑝∈[0.769,1]	𝑝=0.5	𝑝∈[0,0.769]
B	𝑝∈[0,0.294]	𝑝∈[0,0.294]	𝑝∈[0.882,1]
C	𝑝∈[0.454,1]	𝑝∈[0.454,1]	𝑝∈[0,0.318]
D	𝑝∈[0,0.040]	𝑝=0.5	𝑝∈[0.840,1]