Chaotic Behavior of Traffic-Flow Evolution with Two Departure Intervals in Two-Link Transportation Network

Figure 4

Demand bifurcation diagram with φ for α = 1, λ = 0.4 for different θ.

(a) θ = 0.1

(b) θ = 0.8

(c) θ = 1.0

(d) θ = 1.1

(e) θ = 1.4

(f) θ = 6.0