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Traffic on a three-lane freeway observes a triangular flow-density relationship with free-flow speed vf=100km/h, capacity c=2000veh/h/lane,...

Traffic on a three-lane freeway observes a triangular flow-density relationship with free-flow speed vf=100km/h, capacity c=2000veh/h/lane, jam density kj=150veh/km/lane. Flow in the freeway from upstream is 5000veh/h, while the ramp flow is negligible (almost zero).At 9:45am, an accident occurs at point A. The vehicles involved close one lane of traffic (total capacity reduces to 4000veh/h) for 15min and afterwards the scene is clear (capacity returns to 6000veh/h). Lucy enters the freeway via the ramp at point B at 10:00am. Distance AB is equal to 6.5km.What time [h] does Lucy hit the queue?

Hint: Draw all the shockwaves during the lane closure and the opening of the lane at 10am, and consider the trajectory of Lucy in the space-time diagram.

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Answer #1

Given Free blow Speed (VF) - 2 100 km br Jam Capacity (C) = 2000 Venlhollane density (Kj) = 150 Veh lhyllano no. of lanes = 3

② On solving K2_150k, 42500 to we get I k, = .130.9 Veblicos From o Vik, = 5000 → Vi = 5000 3x130.9 V = 12.73 Venlor Saturati

Situation - 3 : Lane in open again → 93 = 45000 = 5000 5000 5000 venlhr From K3 V2 = 5000 3 V3 = V4 [1-4] – 100 k3 (1-) = 500

e Time for lucy to hit queue 12-13 og 87.26 km - 6.5 km - Let Let the time be t 12:73 + + 87.26€ - 6.5 = 100t = 6.5 km > t= 6

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