Technical Papers
Nov 19, 2014

Induced Traffic in China: Elasticity Models with Panel Data

Publication: Journal of Urban Planning and Development
Volume 141, Issue 4

Abstract

The induced traffic model is an essential component of travel demand analysis, which has been primarily researched with elasticity models in the United States and U.K. This paper aims to find the most suitable elasticity model based on the set of panel data regarding annual observations of 30 cities and provinces across China (except Chongqing city) for the years 1990 to 2010. To derive the ideal elasticity model, several basic elasticity models are included; among them are the elasticity-based model, distributed lag model, growth model, and fixed-effect model. Advanced elasticity models, such as the three stages of least squares (3SLS) are also discussed. According to relative researches and data collection, any increase of passenger kilometers of transport (PKT) with the growth of lane kilometers is considered induced traffic and is routinely used as such in this paper. Lane kilometers in China are found to have a statistically significant relationship with PKT measurements of approximately 0.026–0.274 in the short term and 0.367–0.773 in the long term. Population and gross regional product (GRP) numbers are also considered in basic elasticity models. Based on the detailed analysis of empirical results, the 3SLS is judged as the best suitable model for China. It can reflect the time effect, consider endogenous variables (including congestion and vehicle stock), and eliminate the simultaneity bias.

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Acknowledgments

This research is supported by the National Natural Science Foundation of China (No. 50978046). All possible errors in the paper are only with the authors who are solely responsible for the facts and the accuracy of the data presented here.

References

Bai, Z. L. (2008). “The unit root test in the panel data with longitudinal time series.” Econometric analysis of panel data, Nankai University Press, Tianjin, China.
Barr, L. C. (2000). “Testing for the significance of induced highway travel demand in metropolitan areas.” Transportation Research Record 1706, Transportation Research Board, Washington, DC, 1–8.
Cen, M., Lin, H. F., and Yang, C. (2006). “The prediction model of induced traffic on highway.” Traffic Eng., 6(3), 55–59.
Cervero, R., and Hansen, M. (2002). “Induced travel demand and induced road investment: A simultaneous equation analysis.” J. Transp. Econ. Policy, 36(3), 469–490.
De Tocqueville, A. (1835). Democracy in America, Bantam Classics, Europe.
Duranton, G., and Turner, M. A. (2011). “The fundamental law of road congestion: Evidence from US cities.” Am. Econ. Rev., 2616–2652.
Eviews [Computer software]. Irvine, CA, Quantitative Micro Software.
Fulton, L. M., Noland, R. B., Meszler, D. J., and Thomas, J. V. (2000). “A statistical analysis of induced travel effects in the US mid-Atlantic region.” J. Transp. Stat., 3(1), 1–14.
Goodwin, P. B. (1992). “A review of demand elasticities with special reference to short and long run effects of price changes.” J. Transp. Econ. Policy, 26(2), 155–166.
Goodwin, P. B. (1993). “Car ownership and public transportation use: Revisiting the interaction.” Transportation, 20(1), 21–33.
Goodwin, P. B. (1996). “Empirical evidence on induced traffic—A review and synthesis.” Transportation, 23(1), 35–54.
Hansen, M., Gillen, D., Dobbins, A., Huang, Y., and Puvathingal, M. (1993). “The air quality impacts of urban highway capacity expansion: Traffic generations and land use change.”, Univ. of California Transportation Center, UC Berkeley, CA.
Hansen, M., and Huang, Y. (1997). “Road supply and traffic in California urban areas.” Transp. Res., Res. A, 31(3), 205–218.
He, X., and Zhang, L. (2011). “Statistical modeling of spatial and temporal variation in vehicle kilometers traveled.” 11th Int. Conf. of Chinese Transportation Professionals (ICCTP), ASCE, Reston, VA.
Heanue, K. (1998). “Highway capacity and induced travel: Issues, evidence and implications.” Transportation Research Record, Transportation Research Board, Washington, DC, 33–45.
Hymel, K. M., Small, K. A., and Van Dender, K. (2010). “Induced demand and rebound effects in road transport.” Transp. Res. Part B, 44(10), 1220–1241.
Jorgensen, R. E. (1948). “Influence of expressways in diverting traffic from alternate routes and in generating new traffic.” Proc., Highway Research Board, Vol. 27, 322–330.
Litman, T. (2001). “Generated traffic and induced travel.” Victoria Transport Policy Institute, 22.
Lucas, K., and Jones, P. (2009). The car in British society, The Royal Automobile Club Foundation, London.
Mokhtarian, P. L., Samaniego, F. J., Shumway, R. H., and Willits, N. H. (2002). “Revisiting the notion of induced traffic through a matched-pairs study.” Transportation, 29(2), 193–220.
National Bureau of Statistics of China. (1990–2010). 〈http://www.stats.gov.cn/〉 (Mar. 22, 2014).
Noland, R. B. (2001). “Relationships between highway capacity and induced vehicle travel.” Transp. Res. Part A. Policy Pract., 35(1), 47–72.
Oum, T. H., Waters, W. G., and Yong, J. S. (1992). “Concepts of price elasticity of transport demand and recent empirical estimates.” J. Transp. Econ. Policy, 26(2), 139–154.
Özuysal, M., and Tanyel, S. (2008). “Induced travel demand in developing countries: Study on state highways in Turkey.” J. Urban Plann. Dev., 78–87.
Standing Advisory Committee on Trunk Road Assessment. (1994). Trunk roads and the generation of traffic, Dept. of Transport, HMSO, London, 15–25.
Su, Q. (2011). “Induced motor vehicle travel from improved fuel efficiency and road expansion.” Energy Policy, 39(11), 7257–7264.
Wang, B., Dong, Z. H., and Cao, Z. J. (2002). “Study on induced-increasing traffic theory.” J. Hebei Univ. Technol., 31(6), 102–106.
Wang, H., and Shen, S. J. (2003). “Induced traffic and forecast model.” J. Highway Transp. Res. Dev., 20(3), 147–150.
Wang, W. L. (2010). “Carpool priority planning methods in central area of large cities.” J. Chongqing Jiaotong Univ., 29(2), 248–253.
Wooldridge, J. (2012). Introductory econometrics: A modern approach, Cengage Learning, Canada.
Xiang, Q. Z. (2007). “Application of growth curves model in expressway induced traffic forecast.” Technol. Highway Transp., 4(2), 161–163.
Zhang, H., and Zhang, L. (2006). “Study on method of induced traffic prediction based on gravity model.” Technol. Highway Transp., 2(1), 111–113.
Zhang, X. T., and Luo, X. H. (2001). “Application of gray theory and mode in traffic amount prospect.” Highway, 45(8), 4–8.
Zhao, S. C., He, N., and Liu, N. (2012). “An analysis of induced traffic effects in China.” DISP Plann. Rev., 48(3), 54–63.

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Go to Journal of Urban Planning and Development
Journal of Urban Planning and Development
Volume 141Issue 4December 2015

History

Received: Nov 8, 2013
Accepted: Oct 20, 2014
Published online: Nov 19, 2014
Discussion open until: Apr 19, 2015
Published in print: Dec 1, 2015

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Authors

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Ph.D. Candidate, School of Transportation and Logistics, Dalian Univ. of Technology, No. 2 Linggong Rd., Dalian City 116024, China (corresponding author). E-mail: [email protected]
Shengchuan Zhao [email protected]
Professor, School of Transportation and Logistics, Dalian Univ. of Technology, No. 2 Linggong Rd., Dalian City 116024, China. E-mail: [email protected]

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