Modelling and Simulation in Engineering

Research Article

Optimal Paths on Urban Networks Using Travelling Times Prevision

Table 3

Right of way parameters for 2 × 1 junctions.
Nodes 2 × 1 Right of way parameters
𝑗 2 𝑝 5 = 0 . 6 𝑝 6 = 0 . 4
𝑗 6 𝑝 3 9 = 0 . 6 𝑝 4 0 = 0 . 4
𝑗 1 0 𝑝 1 2 = 0 . 6 𝑝 6 0 = 0 . 4
𝑗 1 8 𝑝 4 6 = 0 . 4 𝑝 4 7 = 0 . 6
𝑗 2 1 𝑝 5 0 = 0 . 7 𝑝 5 2 = 0 . 3
𝑗 2 3 𝑝 5 6 = 0 . 4 𝑝 5 7 = 0 . 6
𝑗 2 6 𝑝 1 6 = 0 . 3 𝑝 2 7 = 0 . 7
𝑗 3 1 𝑝 2 3 = 0 . 7 𝑝 2 4 = 0 . 3
𝑗 3 3 𝑝 2 0 = 0 . 6 𝑝 8 4 = 0 . 4
𝑗 3 5 𝑝 8 2 = 0 . 6 𝑝 8 3 = 0 . 4
𝑗 3 7 𝑝 7 5 = 0 . 4 𝑝 8 6 = 0 . 6
𝑗 4 1 𝑝 6 8 = 0 . 7 𝑝 6 9 = 0 . 3
𝑗 4 4 𝑝 7 9 = 0 . 6 𝑝 8 1 = 0 . 4
𝑗 4 5 𝑝 7 7 = 0 . 6 𝑝 7 8 = 0 . 4
𝑗 4 7 𝑝 7 3 = 0 . 4 𝑝 7 4 = 0 . 6