(10 points) Problem 4. Suppose only through traffic is allowed on an intersection approach, and traffic arrive at a constant rate of 400 veh/h. Their effective green time is set to 15 seconds. Cycle length is 60 seconds. Estimate the average delay for that approach. Use a saturation flow rate of 1750 veh/h; D/D/1 queuing. Centenniam ad) of gy dov yasm wof ni emil
(10 points) Problem 4. Suppose only through traffic is allowed on an intersection approach, and traffic arrive at a constant rate of 400 veh/h. Their effective green time is set to 15 seconds. Cycle length is 60 seconds. Estimate the average delay for that approach. Use a saturation flow rate of 1750 veh/h; D/D/1 queuing. Centenniam ad) of gy dov yasm wof ni emil
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter8: Intersection Control
Section: Chapter Questions
Problem 17P
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Transcribed Image Text:(10 points) Problem 4. Suppose only through traffic is allowed on an intersection approach, and traffic
arrive at a constant rate of 400 veh/h. Their effective green time is set to 15 seconds. Cycle length is 60
seconds. Estimate the average delay for that approach. Use a saturation flow rate of 1750 veh/h; D/D/1
queuing.
Centenniam ad) of gy
dov yasm wof
ni emil
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