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10. For a movement i, green interval G; is 35 seconds, total lost time 2 sec, all red time 1 sec and yellow interval 2 sec, saturation headway is 3 sec/veh, cycle length (C) is 120 sec, compute the capacity of the movement per lane, given c₂ = Si where S₁ is saturation flow rate of the movement i and g; is the effective green time: gi

10. For a movement i, green interval G; is 35 seconds, total lost time 2 sec, all red time 1 sec and yellow interval 2 sec, saturation headway is 3 sec/veh, cycle length (C) is 120 sec, compute the capacity of the movement per lane, given c₂ = Si where S₁ is saturation flow rate of the movement i and g; is the effective green time: gi

Traffic and Highway Engineering
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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10. For a movement i, green interval G; is 35 seconds, total lost time 2 sec, all red time 1 sec and yellow interval 2 sec, saturation headway is 3 sec/veh, cycle length (C) is 120 sec, compute the capacity of the movement per lane, given c₂ = Si where S₁ is saturation flow rate of the movement i and g; is the effective green time: gi
Transcribed Image Text:10. For a movement i, green interval G; is 35 seconds, total lost time 2 sec, all red time 1 sec and yellow interval 2 sec, saturation headway is 3 sec/veh, cycle length (C) is 120 sec, compute the capacity of the movement per lane, given c₂ = Si where S₁ is saturation flow rate of the movement i and g; is the effective green time: gi
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