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 33P
To determine

The expression for processing rates in term of x .

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After observing arrivals and departures at a highway toll booth over a 60-minute time period, an observer notes that the arrival and departure rates (or service rates) are deterministic, but instead of being uniform, they change over time according to a known function. The arrival rate is given by the function, ?(?) = 2.2 + 0.17? − 0.0032?^2, and the departure rate is given by ?(?) = 1.2 + 0.07?, where t is in minutes after the beginning of the observation period and ?(?) and ?(?) are in vehicles per minute. Determine the total vehicle delay at the toll booth and the longest queue, assuming D/D/1 queuing.
The time between arrivals of vehicles at a particular intersection follows an exponential probability distribution with a mean of 12 seconds.   A. Write down the p.d.f.   B. What is the probability the time between vehicle arrivals is 12 seconds or less?   C. What is the probability there will be 30 or more seconds between arriving vehicles?
In the plot of cumulative vehicle arrivals and cumulative vehicle departure curves (y-axis) vs. time (x-axis), the queue disappears when:  Group of answer choices The cumulative arrival = cumulative departure The cumulative departure = 0 The cumulative arrival = 0 The departure rate (or service rate) > arrival rate
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