PREVALENCE OF TRAFFIC KINEMATIC WAVE AT PRIORITY JUNCTION WITH ENTRY HUMP

Authors

  • Johnnie Ben-Edigbe Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Syed Mehrdad Ghaemi Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia
  • Nordiana Mashros Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia

DOI:

https://doi.org/10.11113/mjce.v25.15850

Keywords:

HY, Mixed carrier, N-hexane isomerization, Pd, Pt, ?-Al2O3 HY, Kinematics, rarefaction, shockwave, hump, volume, speed

Abstract

The presence of traffic shockwave on any roadway irrespective of the causation is an indicator of inherent safety problem. Priority T-junction with road hump on one major arm was investigated for kinematic waves. Automatic traffic counters were installed at each lane of the Tjunction for six weeks. Traffic volume, headway, vehicle type and travel speed data were collated and analysed. Results show that right turn movement from the minor will trigger positive traffic shockwave of about 20km/h, whereas the other turning movements are merely subjected to rarefaction waves. The paper concluded that road hump at the major road can be partly held accountable for the prevalence of traffic shockwave associated with right turn movements.

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Published

2018-06-28

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Articles

How to Cite

PREVALENCE OF TRAFFIC KINEMATIC WAVE AT PRIORITY JUNCTION WITH ENTRY HUMP. (2018). Malaysian Journal of Civil Engineering, 25(2). https://doi.org/10.11113/mjce.v25.15850