Q2: An intersection approach has a cycle length of 110 sec and the effective green time is 45 sec. The arrival rate varies over tree cycles. The arrival rate is 1000 veh h during the first cycle, 800 veh/h during the second cycle, and 580 veh/h during the third cycle. The Question: Find the average delay for the approach over tree cycles, if the departure rate is 2500 veh/h.

Q2: An intersection approach has a cycle length of 110 sec and the effective green time is 45 sec. The arrival rate varies over tree cycles. The arrival rate is 1000 veh h during the first cycle, 800 veh/h during the second cycle, and 580 veh/h during the third cycle. The Question: Find the average delay for the approach over tree cycles, if the departure rate is 2500 veh/h.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Q2:
An intersection approach has a cycle length of 110
sec and the effective green time is 45 sec.
The arrival rate varies over tree cycles. The arrival
rate is 1000 veh/h during the first cycle, 800 veh h
during the second eycle, and 580 veh/h during the
third cycle.
The Question:
Find the average delay for the approach over tree
cycles, if the departure rate is 2500 veh h.

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