Fig. 12

Traffic speed behavior with the proposed model at (a) \(\:T=0.2\) s, (b) \(\:T=0.5\) s, (c) \(\:T=1.5\) s, and (d) \(\:T=2.5\) s.

Traffic speed behavior with the proposed model at (a) \(\:T=0.2\) s, (b) \(\:T=0.5\) s, (c) \(\:T=1.5\) s, and (d) \(\:T=2.5\) s.