An approach at a signalized intersection with a 75-second cycle gets 26.25 seconds of displayed green time. Yellow time is 4 seconds and all-red is 2 seconds (lost time is to be determined from standard assumptions). At the beginning of an effective red there are 9 vehicles in the queue and the saturation flow is 867 veh/h. The arrival rate is given by v(t) = 0.18 - 0.0011 (with v(t) in veh/s and t in seconds after the beginning of the effective red). What is the average vehicle delay for this approach in seconds at the end of the cycle (until the next effective red) that started with the 9 vehicles queued at the beginning of the effective red? (Assume D/D/1 queueing. Please provide you answer in decimal form without units)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
I need correct solution
An approach at a signalized intersection with a 75-second cycle gets 26.25 seconds of displayed green time. Yellow time is 4 seconds
and all-red is 2 seconds (lost time is to be determined from standard assumptions). At the beginning of an effective red there are 9
vehicles in the queue and the saturation flow is 867 veh/h. The arrival rate is given by v(t) = 0.18 - 0.0011 (with v(t) in veh/s and t in
seconds after the beginning of the effective red). What is the average vehicle delay for this approach in seconds at the end of the cycle
(until the next effective red) that started with the 9 vehicles queued at the beginning of the effective red? (Assume D/D/1 queueing.
Please provide you answer in decimal form without units)
Transcribed Image Text:An approach at a signalized intersection with a 75-second cycle gets 26.25 seconds of displayed green time. Yellow time is 4 seconds and all-red is 2 seconds (lost time is to be determined from standard assumptions). At the beginning of an effective red there are 9 vehicles in the queue and the saturation flow is 867 veh/h. The arrival rate is given by v(t) = 0.18 - 0.0011 (with v(t) in veh/s and t in seconds after the beginning of the effective red). What is the average vehicle delay for this approach in seconds at the end of the cycle (until the next effective red) that started with the 9 vehicles queued at the beginning of the effective red? (Assume D/D/1 queueing. Please provide you answer in decimal form without units)
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps with 2 images

Blurred answer
Knowledge Booster
Introduction to engineering design
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning