Technical Papers
Feb 12, 2014

Estimating Transit Route OD Flow Matrices from APC Data on Multiple Bus Trips Using the IPF Method with an Iteratively Improved Base: Method and Empirical Evaluation

Publication: Journal of Transportation Engineering
Volume 140, Issue 5

Abstract

An iterative method is proposed to estimate bus route origin-destination (OD) passenger flow matrices from boarding and alighting data for time-of-day periods in the absence of good a priori estimates of the flows. The algorithm is based on the widely used iterative proportional fitting (IPF) method and takes advantage of the large quantities of boarding and alighting data that are routinely collected by transit agencies using automatic passenger count (APC) technologies. An arbitrarily chosen OD matrix can be used as the base matrix required to initialize the algorithm, and the IPF method is applied with bus trip-level boarding and alighting data and the base matrix to produce an estimate of the OD flow matrix for each bus trip. The trip-level OD flow matrices are then aggregated to produce an estimate of the period-level OD flow matrix, which in turn is used as the base matrix for the following iteration. The process is repeated until convergence. Empirical results are conducted on operational bus routes using APC data collected during multiple season-years, where directly observed OD passenger flows are available to represent the ground truth. In all cases in which APC data are available for even a reasonably small number of bus trips, the iteratively improved base method produces better estimates than the application of the traditional IPF method when using a null base matrix, which is commonly adopted in the absence of a priori information without updating. Moreover, the algorithm converges in minimal computational time to the same estimates regardless of the initializing matrices used.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research was supported by the Region V University Transportation Center funded by the Research and Innovative Technologies Administration (RITA) and the Federal Transit Administration (FTA), U.S. Department of Transportation (US DOT), with additional financial support provided by The Ohio State University (OSU). The authors are grateful to OSU’s Department of Transportation and Traffic Management for its support of the OSU Campus Transit Lab (CTL) and Sarah Blouch and Chris Kovitya for their efforts in supporting the development of the CTL. The views, opinions, findings, and conclusions reflected in this paper are the responsibility of the authors only and do not represent the official policy or position of USDOT, RITA, or FTA.

References

Bacharach, M. (1970). Biproportional matrices and input-output change, Cambridge University Press, London.
Ben-Akiva, M. (1987). “Methods to combine different data sources and estimate origin-destination matrices.” 10th Int. Symp. on Transportation and Traffic Theory, Elsevier, New York, 459–481.
Ben-Akiva, M., Macke, P., and Hsu, P. (1985). “Alternative methods to estimate route-level trip tables and expand on-board surveys.” Transp. Res. Board, (1037), 1–11.
Bishop, Y. M. M., Fienberg, S. E., and Holland, P. W. (1975). Discrete multivariate analysis: Theory and practice, MIT Press, New York.
Cortes, C. E., Jara-Diaz, S., and Alejandro, T. (2011). “Integrating short turning and deadheading in the optimization of transit services.” Transport. Res. Pol. Pract., 45(5), 419–434.
Furth, P. G., and Navick, D. S. (1992). “Bus route o-d matrix generation: Relationship between biproportional and recursive methods.” Transp. Res. Board, (1338), 14–21.
Furth, P. G., Strathman, J. G., and Hemily, B. (2005). “Making automatic passenger counts mainstream: Accuracy, balancing algorithms, and data structures.” Transp. Res. Board, (1927), 207–216.
Gelman, A., Carlin, J. B., Stern, H. S., and Rubin, D. B. (2004). Bayesian data analysis, Chapman and Hall/CRC, Boca Raton, FL.
Hazelton, M. L. (2010). “Statistical inference for transit system origin-destination matrices.” Technometrics, 52(2), 221–230.
Ji, Y. (2011). “Distribution-based approach to take advantage of automatic passenger counter data in estimating period route-level transit passenger origin-destination flows: Methodology development, numerical analyses and empirical investigations.” Ph.D. dissertation, Ohio State Univ., Columbus, OH.
Ji, Y., Mishalani, R. G., and McCord, M. R. (2012). “Transit route-level passenger origin destination flow estimation: Empirical evaluation of a heuristic expectation maximization methodology.” Proc., 12th Conf. on Advanced Systems for Public Transport, Pontificia Universidad Católica de Chile, Santiago, Chile.
Ji, Y., Mishalani, R. G., McCord, M. R., and Goel, P. (2011). “Identifying homogeneous periods for bus route origin-destination passenger flow patterns based on automatic passenger count data.” Transp. Res. Board, (2216), 42–50.
Kikuchi, S., and Perincherry, V. (1992). “Model to estimate passenger origin-destination pattern on a rail transit line.” Transp. Res. Board, (1349), 54–61.
Li, Y. W., and Cassidy, M. J. (2007). “A generalized and efficient algorithm for estimating transit route ODs from passenger counts.” Transp. Res. Part B Methodological, 41(1), 114–125.
Lu, D. (2008). “Route level bus transit passenger origin-destination flow estimation using apc data: Numerical and empirical investigations.” M.S. thesis, Ohio State Univ., Columbus, OH.
McCord, M. R., Mishalani, R. G., Goel, P., and Strohl, B. (2010). “Iterative proportional fitting procedure to determine bus route passenger origin-destination flows.” Transp. Res. Board, (2145), 59–65.
Mishalani, R. G., Ji, Y., and McCord, M. R. (2011). “Empirical evaluation of the effect of onboard survey sample size on transit bus route passenger od flow matrix estimation using apc data.” Transp. Res. Board, (2246), 64–73.
Navick, D. S., and Furth, P. G. (1994). “Distance-based model for estimating a bus route origin-destination matrix.” Transp. Res. Board, (1433), 16–23.
Ohio State University (OSU) Campus Transit Laboratory (CTL), Campus Transit Lab. (2012). 〈https://transitlab.web.engadmin.ohio-state.edu/campus-transit-lab〉 (Jul. 30, 2012).
Simon, J., and Furth, P. G. (1985). “Generating a bus route o-d matrix from on-off data.” J. Transp. Eng., 583–593.
Site, P. D., and Filippi, F. (1998). “Service optimization for bus corridors with short-turn strategies and variable vehicle size.” Transport. Res. Pol. Pract., 32(1), 19–38.
Tirachini, A., Cortes, C. E., and Jara-Diaz, S. (2011). “Optimal design and benefits of a short turning strategy for a bus corridor.” Transportation, 38(1), 169–189.
Tsygalnitsky, S. (1977). “Simplified methods for transportation planning.” M.S. thesis, Massachusetts Institute of Technology, Cambridge, MA.
Yang, G. L., Le, C., and Lucien, M. (2000). Asymptotics in statistics: Some basic concepts, Springer, Berlin.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 140Issue 5May 2014

History

Received: Jun 18, 2013
Accepted: Nov 14, 2013
Published online: Feb 12, 2014
Published in print: May 1, 2014
Discussion open until: Jul 12, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Assistant Professor, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., Caoan Rd. 4800, Shanghai 201804, China. E-mail: [email protected]
Rabi G. Mishalani [email protected]
Associate Professor, Dept. of Civil, Environmental and Geodetic Engineering, The Ohio State Univ., 2070 Neil Ave., Room 470, Columbus, OH 43210 (corresponding author). E-mail: [email protected]
Mark R. McCord [email protected]
Professor, Dept. of Civil, Environmental and Geodetic Engineering, The Ohio State Univ., 2070 Neil Ave., Room 470, Columbus, OH 43210. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share