Authors: Anshika Kushwaha, Alok Saini, Dr. Sudhakar Shukla
DOI Link: https://doi.org/10.22214/ijraset.2022.41026
Certificate: View Certificate
Traffic congestion is the most common problem in an urban area. The presence of various facilities or intersections of major as well as minor roads can cause hindrance in the path. Congestion on the intersection, near the markets, government offices, etc. can cause problems in the free flow of traffic at an intersection. Road connectivity is also affected due to the presence of congestion on the routes. Traffic congestion varies as time passes, due to an increase in illegal parking, unauthorized vending sites, unauthorized stoppage points for transit vehicles, accidents, etc. therefore there is a change in the traffic pattern at the intersection which affects the public.
I. INTRODUCTION
The efficiency of an urban area is due to the efficiency of the roads as well as the public facilities around it. Intersections are the points where more than two roads meet. Junctions/intersections are the connecting points of the city. As these are the connecting points of the city there is the requirement of proper traffic management. Traffic congestion is caused due to a lack of proper management at the junction. Causes of congestion can be haphazard parking of vehicles, faulty intersections, absence of strict enforcement of traffic rules, unplanned movement of vehicles, etc.
Some of the disadvantages of congestion are
Throughout the day traffic pattern changes which depend on various factors like office hours at the institutions on working days of the week, illegal vending sites, unauthorized on-street parking areas, type of roads connecting at the junction, type of vehicles on the road, etc.
II. OBJECTIVE
The main objective of the study is to find –
III. STUDY AREA
The study area is the intersection of Chinhat Block, Lucknow, Uttar Pradesh, India i.e. Atal Chowk (26°50'48.03"N, 80°56'46.21"E). Atal Chowk lies at the center of Lucknow city and is surrounded by markets, government offices, residential areas, etc., of the city. It is a 5-legged intersection merging the roads listed below.
IV. DATA AND SOFTWARE USED
ArcGIS, Google Earth Pro, Google Maps.
V. FLOW OF STUDY
VI. METHODOLOGY
A. Data Collection.
B. Finding the Peak Hours of Each Day of the Week.
a. Morning (6 am to 10 am)
b. Morning-Afternoon (10 am to 2 pm)
c. Afternoon-Evening (2 pm to 6 pm)
d. Night (6 pm to 10 pm)
C. Analysis of Traffic Congestion Pattern on the basis of Level of Service of the Intersection.
3. On Saturday the traffic is more on every lane due to the weekends.
4. Sunday the diverging traffic from Mahatma Gandhi Marg to VS Marg is minimum throughout the day.
D. Cause of congestion.
TIME |
ROAD |
LANE |
MON |
TUE |
WED |
THUR |
FRI |
SAT |
SUN |
6 to 10 |
VS Marg (Hazratganj) |
towards |
A |
A |
B |
B |
B |
B |
A |
|
away |
A |
A |
A |
A |
A |
A |
A |
|
|
Ashok Marg |
towards |
A |
A |
A |
B |
B |
A |
B |
|
away |
A |
A |
A |
A |
A |
A |
A |
|
|
Park Road |
away |
A |
A |
A |
A |
A |
A |
A |
|
Mahatama Gandhi Marg |
towards |
A |
A |
B |
B |
B |
B |
B |
|
away |
A |
A |
B |
A |
B |
B |
A |
|
|
|
Left turn |
A |
A |
A |
A |
B |
A |
A |
|
VS Marg |
towards |
A |
A |
A |
A |
A |
A |
A |
|
away |
A |
A |
B |
B |
B |
B |
B |
|
10 to 14 |
VS Marg (Hazratganj) |
towards |
C |
C |
C |
C |
C |
C |
C |
|
away |
B |
B |
B |
B |
B |
B |
B |
|
|
Ashok Marg |
towards |
C |
C |
C |
C |
C |
C |
C |
|
away |
B |
B |
B |
B |
B |
C |
B |
|
|
Park Road |
away |
B |
B |
B |
B |
B |
B |
B |
|
Mahatama Gandhi Marg |
towards |
C |
C |
C |
C |
C |
C |
C |
|
away |
C |
C |
C |
C |
C |
C |
C |
|
|
Left turn |
B |
B |
B |
B |
B |
B |
A |
|
|
VS Marg |
towards |
B |
B |
B |
B |
B |
B |
B |
|
away |
C |
C |
C |
C |
C |
C |
C |
|
14 TO 18 |
VS Marg (Hazratganj) |
towards |
C |
C |
C |
C |
C |
C |
C |
|
away |
B |
C |
B |
B |
B |
C |
B |
|
|
Ashok Marg |
towards |
C |
C |
C |
C |
C |
C |
C |
|
away |
B |
B |
B |
B |
B |
B |
B |
|
|
Park Road |
away |
B |
B |
B |
B |
B |
B |
B |
|
Mahatama Gandhi Marg |
towards |
C |
C |
C |
C |
C |
C |
C |
|
away |
C |
C |
C |
C |
C |
C |
C |
|
|
Left turn |
B |
B |
B |
B |
B |
B |
A |
|
|
VS Marg |
towards |
B |
B |
B |
B |
B |
B |
B |
|
away |
C |
C |
C |
C |
C |
C |
C |
|
18 TO 20 |
VS Marg (Hazratganj) |
towards |
C |
C |
C |
C |
C |
C |
C |
|
away |
B |
B |
B |
C |
B |
C |
C |
|
|
Ashok Marg |
towards |
C |
C |
C |
C |
C |
C |
C |
|
away |
B |
B |
B |
B |
B |
B |
B |
|
|
Park Road |
away |
B |
B |
B |
B |
B |
B |
B |
|
Mahatama Gandhi Marg |
towards |
C |
C |
C |
C |
C |
C |
C |
|
away |
C |
C |
C |
C |
C |
C |
C |
|
|
Left turn |
A |
A |
B |
B |
B |
B |
A |
|
|
VS Marg |
towards |
B |
B |
B |
B |
B |
B |
B |
|
away |
C |
C |
C |
C |
C |
C |
C |
It is clear that peak hours of the week are-
Time Duration |
Day |
Road |
10 am to 2 pm |
Saturday |
Ashok Marg |
2 pm to 6 pm |
Tuesday and Friday |
VS Marg |
6 pm to 8 pm |
Thursday and Saturday |
VS Marg (Hazratganj) |
A. There is traffic congestion at the intersection throughout the day, due to commercial areas and Government offices nearby. B. A congested flow of traffic is present at the intersection in peak hours. C. The table below shows the variation in traffic flow pattern-
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Copyright © 2022 Anshika Kushwaha, Alok Saini, Dr. Sudhakar Shukla. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Paper Id : IJRASET41026
Publish Date : 2022-03-26
ISSN : 2321-9653
Publisher Name : IJRASET
DOI Link : Click Here