transportation engineering. traffic dynamics 1. (20 points) Consider a homogeneous freeway whose flow-density diagram is linear between

transportation engineering.  traffic dynamics

 

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1. (20 points) Consider a homogeneous freeway whose flow-density diagram is linear between the following break-points: k (veh/mile) 0 q (vph) 0 100 600 5000 0 The freeway is initially flowing steadily at q = 4,000 vph. An incident that blocks half of the road occurs at mile x, (a 1. (20 points) Consider a homogeneous freeway whose flow-density diagram is linear between the following break-points: k (veh/mile) 0 q (vph) 0 100 600 5000 0 The freeway is initially flowing steadily at q = 4,000 vph. An incident that blocks half of the road occurs at mile x, (a