Splitting of Traffic Flows to Control Congestion in Special Events

Figure 10

Evolution of a car trajectory 𝑥(𝑡) along road 𝑔 with initial travel times 𝑡₀=20 (a) and 𝑡₀=60 (b), evaluated for optimal distribution coefficients (continuous lines) and random choices (dashed lines).

(a)

(b)