Modelling and Simulation in Engineering

Research Article

Optimal Paths on Urban Networks Using Travelling Times Prevision

Table 5

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