The Effects of Rainfalls on Expressway Travel Time

Article Preview

Abstract:

This paper presents an investigation of the effects of rainfall with different levels of precipitation intensity on urban expressway travel time under free-flow speed conditions. The traffic data and corresponding weather data from the expressway section of Longyang in Shanghai for more than one year were used. Statistical analysis was applied to investigate the effects of rainfall on travel time quantitatively. There are two major contributions of this paper. Firstly, four levels of rainfall have varying degrees of significant impacts on travel time in terms of average travel time. Slight rain has no influence on variability of travel time, while heavier rain increases the variability. Secondly, three travel time stochastic models: Normal, Lognormal and Weibull, were proposed. The Lognormal model is the best-fit model under good weather, slight and moderate rainfall conditions, while both Weibull model and Lognormal model are the preferable models under heavy rain and rainstorm conditions. The recommended Lognormal model can be further used for evaluating the performance of the Longyang expressway section in terms of travel time reliability under good weather, slight rain, moderate rain, heavy rain and rainstorm conditions respectively.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2255-2261

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] http: /www. ops. fhwa. dot. gov/perf_measurement/reliability_measures.

Google Scholar

[2] L. Shi, Y. Cheng, J. Jin, B. Ran, and X. Chen. Effects of Rainfall and Environmental Factors on Characteristics of Traffic Flow Fundamental Diagram on Urban Freeway, Transportation Research Board, 90th Annual Meeting, January 23-27, Washington, D.C. (2010).

Google Scholar

[3] Huizhao Tu, The Impact of Adverse Weather on Travel Time Variability of Freeway Corridors, the 86th meeting of the Transportation Research Board, (2006).

Google Scholar

[4] J.W.C. van Lint, H.J. van Zuylen, H. Tu. Travel Time Unreliability on Freeways: Why Measures Based on Variance Tell Only Half the Story. Transportation Research Part A, Policy and Practice. 2008, 42(1): 258~277.

DOI: 10.1016/j.tra.2007.08.008

Google Scholar

[5] E. B. Emam, H. AI-Deek. Expressway Travel Time Reliability Stochastic Models Development. Transportation Research Board 86th Annual Meeting, Washington, D.C., 2007. Transportation Research Board, 2007: Paper #07-0289.

Google Scholar

[6] LV De-feng, GUO Xiu-cheng, Study on Path Travel Time Reliability Model, Fourth Computation Technology and Automation, (2011).

DOI: 10.1109/icicta.2011.238

Google Scholar

[7] Arroyo S, A Kornhauser. Modeling Travel Time Distributions on a Road Network[ C]. CD- ROM. Proceedings of the 84th Transportation Research Board Annual Meeting. Washington, (2005).

Google Scholar

[8] Chen A, Chootinan P, Zhou Z. Capacity Reliability Versus Travel Time Reliability in the Network Design Problem[C] . The 3rd International Symposium on Transportation Network Reliability, the Netherlands, (2007).

Google Scholar

[9] ZHANG Yong, BAI Yu, YANG Xiao-guang, Travel time reliability in urban arterial networks. Systems Engineering-Theory Practice, 2009, 29(8): 172-176.

Google Scholar