• Home
  • Historical notes
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Contacts
en English
  • Українська Українська

UkrainianProfessional Education

  • Submit an article
  • Home
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Search
  • Contacts

Article

  • Read article
  • Download article

Received 23.12.2022

Revised 17.05.2023

Accepted 14.06.2023

Retrieved from Iss. 113, P. 2, 2023

Pages 61 -69

  • 97 Views

Suggested citation

Neizvestniy, S., & Palchyk, A. (2023). THE METHOD OF EXPERIMENTAL STUDY OF THE DISTRIBUTION OF TRAFFIC INTERVALS IN THE TRANSPORT FLOW. Automobile Roads and Road Construction, (113.2), 61-69. https://doi.org/10.33744/0365-8171-2023-113.2-061-069

THE METHOD OF EXPERIMENTAL STUDY OF THE DISTRIBUTION OF TRAFFIC INTERVALS IN THE TRANSPORT FLOW

Sergiy Neizvestniy Anatoly Palchyk

Abstract

The method of experimental determination of the distribution of traffic intervals between cars in the traffic flow on the sections of races between simple interchanges on the same level with a traffic intensity of 300 to 600 vehicles per hour per lane is described, as well as the influence of interchanges on the same level on the time interval is established and on the change in traffic intensity to determine the dependence of the availability and number of free traffic intervals in the traffic flow. For this purpose, the following tasks were solved: a method of experimental research on changing traffic intervals in the traffic flow was developed; the necessary amount of data is established to ensure the necessary reliability of the results; the experimental part was carried out (collection of statistical data on traffic intensities and intervals and other characteristics on different categories of highways); processing of experimental data using methods of mathematical statistics; specified time interval distribution function; analyzed the nature of the change in time intervals between vehicles in a "package" and between "packages" when moving through intersections at the same level; the dependence of the number of vehicles of a given traffic interval on the time interval between vehicles is established

Keywords:

empirical stochastic approach, probability distribution, movement interval, movement intensity, free movement interval

References

  1. Brailovsky, N.O., & Granovsky, B.I. (1978). Modeling of transport systems. Moscow: Transport.
  2. Gasnikov, A.V., Klenov, S.L., Nurminsky, E.A., Kholodov, Y.A., & Shamray, N.B. (2010). Introduction to mathematical modeling of traffic flows. Moscow: Moscow Institute of Physics and Technology. Shvetsov, V.I. (2003). Mathematical modeling of traffic flows. Automation and Remote Control, 11, 3-46.
  3. Silyanov, V.V. (1977). Traffic flow theory in road design and traffic management. Moscow: Transport. Lobanov, E.M., & Silyanov, V.V. (1974). Driver reaction time in real road conditions. In Road design and traffic safety (pp. 155-160). Moscow: Moscow Automobile and Road Construction State Technical University. Lobanov, E.M. (1975). Driver reaction time. Proceedings of Moscow Automobile and Road Construction State Technical University, 95, 84-109.
  4. Wiedemann, R. (1991). Modeling of RTI elements on multi-lane roads. Brussels: Commission of the European Community, DG XIII.
  5. Semenov, V.V. (2005). Mathematical modeling of the dynamics of traffic flows in a megacity. Retrieved from http://www.uran.donetsk.ua/~master/2005/kita/shapovalova/library/semenov.pdf.
  6. Getsovich, E.M., Lazurik, V.T., Semchenko, N.A., & Korol, V.Y. (2010). Empirical-stochastic approach to traffic flow modeling. In Computer modeling in high-tech industries (pp. 101-104). Kharkiv.
  7. Drohomyretska, K.T. (2019). Probability theory and mathematical statistics. Lviv.
  8. Medvediev, M.H., & Pashchenko, I.O. (2008). Probability theory and mathematical statistics. Kyiv: Lira-K.
  9. Getsovich, E.M., & Semchenko, N.A. (2011). Methodology for experimental determination of traffic flow parameter distributions. Eastern-European Journal of Enterprise Technologies, 6(2), 67-68.
  10. Getsovich, E.M., Semchenko, N.A., & Holota, V.A. (2012). Experimental studies of time interval distributions in traffic flow. Eastern-European Journal of Enterprise Technologies, 2(3), 57-61.
Share
Facebook
Twitter
LinkedIn
Email
Telegram
Viber
WhatsApp

https://doi.org/10.33744/0365-8171-2023-113.2-061-069

Address
01010, Ukraine, Kyiv,
1, M. Omelianovycha-Pavlenka Str.


Email
ntu@arrcjournal.org

Main information
  • Aims and Scope
  • Indexing
  • Terms of Publication
  • Editorial Board
  • Publication Ethics
Additional information
  • Complaints Policy
  • Peer Review Process
  • Open Access Policy
  • Anti-plagiarism Policy
  • Generative AI Policy
  • Archiving