Determination of traffic light cycle optimal duration on intersections with fixed-time control types

Authors

  • Oleg HRYTSUN assistant Transport technologies Department, Lviv Polytechnic National University
  • Roman ROGALSKYI PhD in Engineering, Senior Lecturer of Transport Technologies Department, Lviv Politechnic National University
  • Romana BURA Postgraduate Student of Transport Technologies Department, Lviv Politechnic National University

DOI:

https://doi.org/10.36910/automash.v1i12.23

Keywords:

транспортний потік, світлофорний цикл, імітаційне моделювання, довжина черги, транспортна затримка, інтенсивність руху

Abstract

Analysis of existing methods of calculation the traffic light cycle duration is carried out in the work. Comparison of maximum vehicle queue length, number of stopped vehicles on restrictive signal of traffic light and traffic delay upon different control regimes (traffic cycle duration is calculated by the method of F. Webster and the method of A. Miller) is given. It is stated that the least delay is observed upon cycle duration which is calculated by the method of A. Miller.

References

Downloads

Published

2019-11-21

Issue

Vol. 1 No. 12 (2019): ADVANCES IN MECHANICAL ENGINEERING AND TRANSPORT

Section

Статті

How to Cite

Determination of traffic light cycle optimal duration on intersections with fixed-time control types. (2019). ADVANCES IN MECHANICAL ENGINEERING AND TRANSPORT, 1(12), 41-47. https://doi.org/10.36910/automash.v1i12.23

Similar Articles

1-10 of 186

You may also start an advanced similarity search for this article.