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Examining Traffic Flow Parameters at Merging Section on High-Speed Urban Roads in India


Affiliations
1 Civil Engineering Department, Muzaffarpur Institute of Technology, Muzaffarpur 842 003, India
2 Civil Engineering Department, Sardar Vallabhbhai National Institute of Technology, Surat 395 007, India
 

This study analyses micro-level and macro-level traffic parameters at merging location on high-speed urban roads in India. For this purpose, representative merging section was selected on Delhi–Gurgaon expressway. Speeds on different lanes at merging section were found to gradually decrease from median side lane to lane closer to merging point. At low and moderate flow conditions, most of the vehicles avoid moving in lanes closer to merging point in the main traffic stream. This is done to reduce the crash as well as to avoid competing for the same road space. Speed versus flow relationship developed for basic roadway section and merging section shows the difference in capacity by almost 8% due to merging operation. Moreover, stream speed at the merging is found to be the function of main stream flow and entry flow. The findings from the study would be useful in operational analysis of merging sections on high-speed urban roads in India.

Keywords

Heterogeneous Traffic, Merging Section, Time Headway, Speed Distribution, Speed-flow Relationship.
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  • Elefteriadou, L., Roess, R. P. and McShane, W. R., Probabilistic nature of breakdown at freeway merge junctions. Trans. Res. Rec., 1995, 1484(1484), 80–89.

  • Kerner, B. and Rehborn, H., Experimental properties of complexity in traffic flow. Phys. Rev. E, 1996, 53(5), R4275–R4278; https://doi.org/10.1103/PhysRevE.53.R4275.

  • Kerner, B. S. and Rehborn, H., Experimental properties of phase transitions in traffic flow. Phys. Rev. Lett., 1997, 79, 4030–4033; https://doi.org/10.1103/PhysRevLett.79.4030.

  • Kondyli, A. and Elefteriadou, L., Modeling driver behavior at freeway-ramp merges. Transp. Res. Rec.: J. Trans. Res. Board, 2011, 2249(2249), 29–37; https://doi.org/10.3141/2249-05.

  • Sarvi, M. and Kuwahara, M., Microsimulation of freeway ramp merging processes under congested traffic conditions. IEEE Trans. Intel. Trans. Syst., 2007, 8(3), 470–479; https://doi.org/10.1109/ TITS.2007.895305.

  • Sarvi, M. and Kuwahara, M., Using ITS to improve the capacity of freeway merging sections by transferring freight vehicles. IEEE Trans. Intell. Transp. Syst., 2008, 9(4), 580–588; https://doi.org/10.1109/TITS.2008.2006812.

  • Weng, J., Xue, S. and Yan, X., Modeling vehicle merging behavior in work zone merging areas during the merging implementation period. IEEE Trans. Intell. Trans. Syst., 2016, 17(4), 917– 925; https://doi.org/10.1109/TITS.2015.2477335.

  • AASHTO, A policy on geometric design of highways and streets. Washington, DC, 2011.

  • Kumar, P. Arkatkar, S., Joshi, G. and Dhamaniya, A., New Methodology for Estimating PCU On Multi Lane Urban Roads Under Mixed Traffic Scenario Based on Area Occupancy 96th Annual TRB meeting Proceedings, Washington, DC, 2017.

  • Drake, J. S., Schofer, J. L. and May Jr, A. D., A statistical analysis of speed-density hypotheses. Highway Res. Rec., 1967, 154, 112– 117.

  • Rakha, H. A., Validation of Van Aerde’s simplified steady-state car-following and traffic stream model. Trans. Lett.: Int. J. Transp. Res., 2009, 1(3), 227–244; https://doi.org/10.3328/Tl.2009.01.03.227-244.


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  • Examining Traffic Flow Parameters at Merging Section on High-Speed Urban Roads in India

Abstract Views: 407  |  PDF Views: 135

Authors

Pallav Kumar
Civil Engineering Department, Muzaffarpur Institute of Technology, Muzaffarpur 842 003, India
Shriniwas Arkatkar
Civil Engineering Department, Sardar Vallabhbhai National Institute of Technology, Surat 395 007, India
Gaurang Joshi
Civil Engineering Department, Sardar Vallabhbhai National Institute of Technology, Surat 395 007, India

Abstract


This study analyses micro-level and macro-level traffic parameters at merging location on high-speed urban roads in India. For this purpose, representative merging section was selected on Delhi–Gurgaon expressway. Speeds on different lanes at merging section were found to gradually decrease from median side lane to lane closer to merging point. At low and moderate flow conditions, most of the vehicles avoid moving in lanes closer to merging point in the main traffic stream. This is done to reduce the crash as well as to avoid competing for the same road space. Speed versus flow relationship developed for basic roadway section and merging section shows the difference in capacity by almost 8% due to merging operation. Moreover, stream speed at the merging is found to be the function of main stream flow and entry flow. The findings from the study would be useful in operational analysis of merging sections on high-speed urban roads in India.

Keywords


Heterogeneous Traffic, Merging Section, Time Headway, Speed Distribution, Speed-flow Relationship.

References





DOI: https://doi.org/10.18520/cs%2Fv117%2Fi1%2F94-103