Traffic on the eastbound approach of a signalized intersection is traveling at 32 mi/h, with a density of 45 veh/mi/In. The duration of the red signal indication for this approach is 30 sec. If the saturation flow is 1,900 veh/h/In with a density of 53 veh/mi/In, and the jam density is 127 veh/mi/In, determine the following. (a) the length of the queue at the end of the red phase (in ft) Your response differs from the correct answer by more than 10%. Double check your calculations. ft (b) the maximum queue length (in ft) Your response differs from the correct answer by more than 10%. Double check your calculations. ft (c) the time it takes for the queue to dissipate after the end of the red indication (in s) Your response differs from the correct answer by more than 10%. Double check your calculations. s
Traffic on the eastbound approach of a signalized intersection is traveling at 32 mi/h, with a density of 45 veh/mi/In. The duration of the red signal indication for this approach is 30 sec. If the saturation flow is 1,900 veh/h/In with a density of 53 veh/mi/In, and the jam density is 127 veh/mi/In, determine the following. (a) the length of the queue at the end of the red phase (in ft) Your response differs from the correct answer by more than 10%. Double check your calculations. ft (b) the maximum queue length (in ft) Your response differs from the correct answer by more than 10%. Double check your calculations. ft (c) the time it takes for the queue to dissipate after the end of the red indication (in s) Your response differs from the correct answer by more than 10%. Double check your calculations. s
Advanced Engineering Mathematics
10th Edition
ISBN:9780470458365
Author:Erwin Kreyszig
Publisher:Erwin Kreyszig
Chapter2: Second-order Linear Odes
Section: Chapter Questions
Problem 1RQ
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