Open Access
Issue
E3S Web Conf.
Volume 427, 2023
International Conference on Geotechnical Engineering and Energetic-Iraq (ICGEE 2023)
Article Number 03044
Number of page(s) 7
Section Transportation Science and Technology
DOI https://doi.org/10.1051/e3sconf/202342703044
Published online 13 September 2023
  1. Han, C., Luk J. Guide to traffic management part 3: traffic studies and analysis. 2013 Apr. [Google Scholar]
  2. Shao C.Q., Rong J., Liu X.M.. Study on the saturation flow rate and its influence factors at signalized intersections in China. Procedia-Social and Behavioral Sciences. 2011 Jan 1;16:504–514. [CrossRef] [Google Scholar]
  3. Akçelik, R., Besley, M., Roper R. Fundamental relationships for traffic flows at signalised intersections. Sep. ARRB Research Report ARR340, Melbourne, Australia 1999. [Google Scholar]
  4. Mukwaya, R., Mwesige G. Saturation flow rate for through-traffic at signalized junctions in Kampala. In Second International Conference on Advances in Engineering and Technology 2012. [Google Scholar]
  5. Bester C.J., Varndell P.J.. The effect of a leading green phase on the start-up lost time of opposing vehicles. SATC 2002. 2002. [Google Scholar]
  6. Bonneson, J., Nevers, B., Zegeer, J., Nguyen, T., Fong T. Guidelines for quantifying the influence of Area Type and other factors on Saturation flow rate. Texas Transportation Institute, College Station, TX. 2005Jun. [Google Scholar]
  7. Zimmerman K.H., Bonneson J.A.. In-service evaluation of a detection-control system for high-speed signalized intersections. 2005 Aug (No. FHWA/TX-05/5-4022-01-1). [Google Scholar]
  8. Dey P.P., Nandal S., Kalyan R. Queue discharge characteristics at signalised intersections under mixed traffic conditions. European Transport. 2013 Dec;55(7):1–2. [Google Scholar]
  9. Manual H.C.. Highway capacity manual. Washington, DC. 2000;2(1). [Google Scholar]
  10. Highway Capacity Manual, Transportation Research Board of the National Academies, Washington D.C., 2010. [Google Scholar]
  11. Turner, J., Harahap G. Simplified saturation flow data collection methods. In CODATU VI Conference on the Development and Planning of Urban Transport, Tunis, February 1993Feb. [Google Scholar]
  12. Bester C.J., Varndell P.J.. The effect of a leading green phase on the start-up lost time of opposing vehicles. SATC 2002. 2002. [Google Scholar]
  13. Kimber R.M., Hounsell N.B., McDonald M. The prediction of saturation flows for single road junctions controlled by traffic signals. United Kingdom, 1986. [Google Scholar]
  14. Dey P.P., Nandal S., Kalyan R. Queue discharge characteristics at signalised intersections under mixed traffic conditions. European Transport. 2013 Dec;55(7):1–2. [Google Scholar]

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