3. An incident occurs on a freeway that has a capacity in the south bound direction, before the incident, of 2400 veh/h

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3. An incident occurs on a freeway that has a capacity in the south bound direction, before the incident, of 2400 veh/h

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3 An Incident Occurs On A Freeway That Has A Capacity In The South Bound Direction Before The Incident Of 2400 Veh H 1
3 An Incident Occurs On A Freeway That Has A Capacity In The South Bound Direction Before The Incident Of 2400 Veh H 1 (19.7 KiB) Viewed 48 times
3. An incident occurs on a freeway that has a capacity in the south bound direction, before the incident, of 2400 veh/h and an actual constant flow rate of 1800 veh/h. At 12:30 P.M. an incident occurs and the freeway was partially closed with a capacity of 900 veh/h. Finally, at 1:00 P.M., the incident is removed and the freeway is restored to full capacity (a) Draw cumulative vehicles' arrival and departure curves for the scenario described. (5 pts) (b) Determine the total time for the queue to totally dissipate once the incident removes. (8 pts)
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