UGC Approved Journal no 63975(19)
New UGC Peer-Reviewed Rules

ISSN: 2349-5162 | ESTD Year : 2014
Volume 13 | Issue 3 | March 2026

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Published in:

Volume 6 Issue 5
May-2019
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR1905B69


Registration ID:
209125

Page Number

477-484

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Title

Development of Saturation Flow Rate Model due to Users’ Violation Impact at Signalized Intersection

Abstract

Intersections are the points where two or more roads converge at same or different elevations which plays important role in quality of urban transportation network. Signals are provided at intersections for safe movement of large volume of vehicles. For the estimation of performance of intersection behaviour of users plays important role as conflict between users leads to decrease in green phase time which ultimately leads to reduction in capacity of intersection. Saturation flow rate and PCU are important to consider for capacity, design and operation of signalized intersection as India have heterogeneous traffic conditions. Saturation flow rate depends on geometric conditions, flow characteristics, type of movement and traffic behaviour. Violations by users are the problematic traffic behaviours at signalized intersections which lead to reduction in saturation flow rate and capacity and increased delay. The main purpose this study is to develop saturation flow rate model due to users’ violation impact at signalized intersection at Ahmadabad. Data was collected through videography. Multiple Linear regression model of saturation flow rate was formed considering impact of user’s violations. The results showed the significant effect of users’ violations on the saturation flow rate, and the effect of each of the variables was evaluated by the use of proposed model. Result show that On average, one unit increase in the violations by pedestrians at entrance crosswalk (per hour) leads to saturation flow rate decreases by 1.284 unit.On average, one unit increase in the violations by pedestrians at exit crosswalk (per hour) leads to saturation flow decreases by 0.955 unit. Further, On average one unit increase in the traffic light violations by vehicles (per hour) leads to saturation flow decreases by 0.543 unit. Thus it is recommended that Traffic rules for pedestrian movement at intersection should be enforced and they should be fined if not followed.

Key Words

Intersection Capacity, Road User’s Violation, Saturation Flow Rate, Traffic Behaviour

Cite This Article

"Development of Saturation Flow Rate Model due to Users’ Violation Impact at Signalized Intersection", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.477-484, May-2019, Available :http://www.jetir.org/papers/JETIR1905B69.pdf

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2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"Development of Saturation Flow Rate Model due to Users’ Violation Impact at Signalized Intersection", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp477-484, May-2019, Available at : http://www.jetir.org/papers/JETIR1905B69.pdf

Publication Details

Published Paper ID: JETIR1905B69
Registration ID: 209125
Published In: Volume 6 | Issue 5 | Year May-2019
DOI (Digital Object Identifier):
Page No: 477-484
Country: MORBI, GUJARAT, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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