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Reseach Article

Estimation of Traffic Arrival Pattern at Signalized Intersection using ARIMA Model

by Saurav Barua, Anik Das, Kamol Chandra Roy
International Journal of Computer Applications
Foundation of Computer Science (FCS), NY, USA
Volume 128 - Number 1
Year of Publication: 2015
Authors: Saurav Barua, Anik Das, Kamol Chandra Roy
10.5120/ijca2015906425

Saurav Barua, Anik Das, Kamol Chandra Roy . Estimation of Traffic Arrival Pattern at Signalized Intersection using ARIMA Model. International Journal of Computer Applications. 128, 1 ( October 2015), 28-32. DOI=10.5120/ijca2015906425

@article{ 10.5120/ijca2015906425,
author = { Saurav Barua, Anik Das, Kamol Chandra Roy },
title = { Estimation of Traffic Arrival Pattern at Signalized Intersection using ARIMA Model },
journal = { International Journal of Computer Applications },
issue_date = { October 2015 },
volume = { 128 },
number = { 1 },
month = { October },
year = { 2015 },
issn = { 0975-8887 },
pages = { 28-32 },
numpages = {9},
url = { https://ijcaonline.org/archives/volume128/number1/22839-2015906425/ },
doi = { 10.5120/ijca2015906425 },
publisher = {Foundation of Computer Science (FCS), NY, USA},
address = {New York, USA}
}
%0 Journal Article
%1 2024-02-06T23:19:58.472209+05:30
%A Saurav Barua
%A Anik Das
%A Kamol Chandra Roy
%T Estimation of Traffic Arrival Pattern at Signalized Intersection using ARIMA Model
%J International Journal of Computer Applications
%@ 0975-8887
%V 128
%N 1
%P 28-32
%D 2015
%I Foundation of Computer Science (FCS), NY, USA
Abstract

Traffic arrival pattern is an important parameter in delay estimation at signalized intersection. Usually, arrival pattern is assumed to be Poisson distribution. However, it varies widely under different volume-capacity ratio at signalized intersection of an arterial road. Therefore, conventional Poisson model cannot predict traffic pattern properly. A time series ARIMA model was proposed in this study to compare with Poisson model. A Paramics simulation model of Route 18 arterial road located in New Brunswick, New Jersey, USA was studied for the research purpose. Three intersections in Route 18—Naricon Place intersection, South Woodland Avenue intersection and West Ferris Street intersection—were considered where traffic arrivals were under dispersed, random and over dispersed under different simulation scenarios respectively. Later, traffic arrival patterns obtained from simulation were compared with Poisson and ARIMA model using SAS statistical software. Arrival headway, vehicle counts per signal cycle, variance to mean ratio were considered and statistical analysis were performed between two candidate models. Study found that, ARIMA model predicts arrival pattern more accurately than Poisson model.

References
  1. Allsop, R.E. “Delay at a Fixed Time Traffic Signal-I: Theoretical Analysis”. Transportation Science, Vol. 6, 1972, pp. 260-285.
  2. Mathew T.V., “Transportation Systems Engineering, Chapter 12: Vehicle arrival model headway”, nptel. February 2014.
  3. Mahalel D., Hakkert A.S., “Traffic arrival patterns on a cross section of a multilane highway.” Transportation Research Part A: General, July 1883, Publisher Elsevier.
  4. Rengaraju V.R., Rao T.V., “Vehicle-Arrival Characteristics at Urban Uncontrolled Intersections”, Journal of Transportation Engineering, Vol. 121, No. 4, July/August 1995, pp. 317-323.
  5. Ozbay K., Chen J., and Boile M., “Modeling Traffic Arrivals for Estimating Delays at Signalized Intersections”. Prepared for the Transportation Research Board, Washington, D.C., 2005.
  6. Willams B.M., Hoel L.A., “Modeling and forecasting vehicular traffic flow as a seasonal ARIMA process: Theoretical Basis and Empirical Results”. Journal of Transportation Engineering, ASCE, November 2003.
  7. Kamariannakis Y., Prastacos P., “Space-time modeling of traffic flow”. Computers & Geosciences 31, Page 119-113, 2005.
  8. Kadiyali, L.R. “Traffic Engineering and Transportation Planning”. Khanna Publishers, New Delhi, 1987.
  9. Adolf D. May. “Fundamentals of Traffic Flow”. Prentice - Hall, Inc. Englewood Cliff New Jersey 07632, second edition, 1990.
  10. Huddleston, E., Jones A. SAS/ETS 9.2 User’s Guide, SAS 9.2 documentations. “The ARIMA Procedure”. March 2008.
  11. http://support.sas.com/documentation/cdl/en/etsug/60372/HTML/default/viewer.htm#arima_toc.htm. [Jan 15, 2011].
Index Terms

Computer Science
Information Sciences

Keywords

Traffic arrival pattern Signalized intersection Poisson ARIMA Paramics simulation.