Optimising U-turn vehicle movement and signal phasing using VISSIM

Authors

  • Prithviraj B R Assistant Professor, Department of Civil Engineering, Brindavan College of Engineering, Dwarakangar, Bagalur Main Rd, Yelahanka, Bengaluru-560063, Karnataka, India
  • Raghavendra N Assistant Professor, Department of Civil Engineering, Dr.Ambedkar Institute of Technology, Bengaluru, Karnataka, India
  • Gobinath S Assistant Professor, Department of Civil Engineering, Don Bosco Institute of Technology, Bengaluru, Karnataka, India
  • Sadat Ali Khan Lecturer, Department of Civil Engineering, Maldives National University, Male, Maldives
  • Raghavendra Prajwal H S Assistant Professor, Department of Civil Engineering Mysuru Royal Institute of Technology, Mysore Karnataka, India

Keywords:

gap acceptance, headway, signal, U-turn

Abstract

In the developed countries traffic congestion in the urban area is becoming the part of our daily life, as well as in the most of the developing countries, traditional methodology to manage congestion are not fulfilling the requirement, a new method of capacity analysis at the intersection has been developed in the study where the driver’s behavior, traffic composition, level of road side activities are different from those different countries. Typical cities in the developing countries performed by the heterogeneous traffic mixed including fast-moving vehicle (motorized) and slow moving vehicle (non-motorized).This paper evaluates “optimizing U-turn vehicle movement and signal phasing by simulation method” or low cost “indirect right turn treatment” to reduce conflicts and congestion at the intersection in the urban area. A U-turning vehicle, during merging at an uncontrolled median opening creates the possibility of conflict with approaching through traffic movement and causes traffic congestion which reduces the roadway capacity. The effect of the conflicting traffic volume on the U-turning maneuver was also investigated by collecting placement data extremely congested traffic condition. Compared with the turning movement at the intersection, Volume and travel time studies were conducted at different intersection. 

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References

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Parthiban, P. and Neeraja, P.G., Traffic Management of Pedestrian at Railway Stations using Vissim. International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 Published by, www.ijert.org NCIIE - 2021 Conference Proceedings, Volume 9, Issue 6,pp 50-54

Published

17-10-2022

How to Cite

Prithviraj, B. R., Raghavendra, N., Gobinath, S., Khan, S. A., & Raghavendra Prajwal, H. S. (2022). Optimising U-turn vehicle movement and signal phasing using VISSIM. International Journal of Health Sciences, 6(S8), 5192–5198. Retrieved from https://sciencescholar.us/journal/index.php/ijhs/article/view/13422

Issue

Section

Peer Review Articles