A rural highway has capacity of 5.000 veh/h. One morning, traffic flows at constant rate of...
Problem 3 (20 points) The traffic flow on a highway is al 1800 veh/hr with speed of ul 60 kmhr. As the an accident, the road is blocked. The density in the queue is k2-2 50 veh/km (jam density) a) What is the speed of the shockwave formed? (8 points) b) What is the rate at which the queue grows, in units of vehicles per hour? C 12 points) 120 Problem 3 (20 points) The traffic flow on a highway...
Transportation Engineering Problem 3 An incident occurs on a freeway that has a capacity of 3,500 veh/h in the northbound direction. The arrival flow rate was of 2,500 veh/h during the morning commute. At 7:30 AM, a traffic accident occurs which closes the freeway to all traffic. At 7:42 AM, freeway is partially opened with a capacity of 1,750 veh/h. Finally, the wreckage is removed, and the freeway is restored to full capacity (3500 veh/h) at 8:01 AM. Assume D/D/1...
Problem 3 (20 points) The traffic flow on a highway is al 1800 veh/hr with speed of ul 60 kmhr. As the an accident, the road is blocked. The density in the queue is k2-2 50 veh/km (jam density) a) What is the speed of the shockwave formed? (8 points) b) What is the rate at which the queue grows, in units of vehicles per hour? C 12 points) 120
17. A freeway facility has a capacity of 4500 veh/h. During a typical morning peak period, the actual demand flow rate arriving at the facility is given below. Using the information provided, (a) Draw the demand versus the capacity curve for the freeway facility [7 Points] (b) Maximum length of queue [3 Points] Time Demand (veh/h) 3500 4500 5500 6000 4500 4000 3500 7:00 AM-7:30 AM 7:30 AM-8:00 AM 8:00 AM-8:30 AM 8:30 AM-9:00 AM 9:00 AM- 10:00 AM 10:00...
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...