Modelling and Simulation in Engineering

Research Article

Optimal Paths on Urban Networks Using Travelling Times Prevision

Table 4

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