Principles of Highway Engineering and Traffic Analysi (NEW!!)
Principles of Highway Engineering and Traffic Analysi (NEW!!)
6th Edition
ISBN: 9781119305026
Author: Fred L. Mannering, Scott S. Washburn
Publisher: WILEY
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Chapter 5, Problem 35P
To determine

The total delay and maximum queue length.

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Question 2 Trucks begin to arrive at a truck weighing station (with a single scale) at 8:00 A.M. at a deterministic time-varying rate of λ (t) = 5.2 - 0.24t [X(t) is in veh/min and t in minutes]. The departure rate is a constant 2.2 veh/min (time to weigh a truck is 27.27 seconds). (i) When will the queue that forms be cleared? (ii) What will be the maximum queue length? (iii) Determine the total delay (iv) Estimate the average time delay per vehicle
10-Trucks begin to arrive at a truck weigh station (with a single scale) at 6:00 A.M. at a deterministic but time-varying rate of 2(t)= 4.3-0.22t where (t) is in veh/min and t is in minutes. The departure rate is a constant 2 veh/min (time to weigh a truck is 30 seconds). When will the queue that forms be cleared, what will be the total delay, and what will be the maximum queue length?
A truck weighing station has a single scale. The time between truck arriving at the station is exponentially distributed with a mean arrival rate of 2.30 veh/min. The time it takes vehicles to be weighed is exponentially distributed with a mean rate of 2.60 veh/min. When more than ten trucks are in the system, the queue backs up onto the highway and interferes with through traffic. What is the probability that the number of trucks in the system will exceed 10? State your answer in a form 0.0000.
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