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Model of Parallel-Type Acceleration Lane Length

Zike Shao1,2( ), Quan Zhang3, Xiaohui Zhang1,2, Wenquan Li4
Jiangsu Institute of Urban Planning and Design, Nanjing Jiangsu 210036, China
Jiangsu Institute of Urban Transport Planning, Nanjing Jiangsu 210036, China
Development of Housing and Urban-Rural Development of Jiangsu Province, Nanjing Jiangsu 210036, China
School of Transportation, Southeast University, Nanjing Jiangsu 210096, China
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Abstract

A model of a parallel-type acceleration lane length based on the dynamic merging process is established in this study to determine the need for parallel-type acceleration lane length of merging vehicles. The model considers road operation and design attributes, driver attributes, vehicle attributes, and several random attributes in the insertion process, and sets random attributes as the breakthrough point. Furthermore, Monte Carlo simulation is used to solve the model. The case study introduces the use of the model and proves its applicability.

Keywords

traffic engineeringlength modelMonte Carlo simulationparallel-type acceleration lanerandom attributes

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Journal of Highway and Transportation Research and Development (English Edition)
Volume 12 Issue 2,
June 2018
Pages 81-87
DOI: 10.1061/JHTRCQ.0000629

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Cite this article:
Shao Z, Zhang Q, Zhang X, et al. Model of Parallel-Type Acceleration Lane Length. Journal of Highway and Transportation Research and Development (English Edition), 2018, 12(2): 81-87. https://doi.org/10.1061/JHTRCQ.0000629

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Received: 25 August 2016
Published: 01 June 2018
© The Editorial Office of Journal of Highway and Transportation Research and Development (English Edition)