BibTex RIS Kaynak Göster

Lateral Analysis of Longitudinal Headways in Traffic Flow

Yıl 2011, Cilt: 3 Sayı: 2, 90 - 100, 01.06.2011

Öz

Mainstream car following theories have assumed that each vehicle is influenced directly by the one in front and vehicular headways have been studied as same-lane-based. These are true only when lane discipline is extremely ideal and lane widths are large. Real traffic, however, poses a more complex picture. The paper, based on empirical observations, attempted to explore the issue of two-dimensional headway analysis in detail for better realism in traffic flow modelling. It was found that below a certain value of same-lane time headways, fewer numbers of drivers were willing to keep short headways with respect to the neighbouring lane vehicles. This may mean that, except light flow traffic where the offside lane is primarily used for overtaking, drivers prefer to pass or lag behind the vehicle in the adjacent lane, rather than driving side by side. In addition to its safety concerns, especially in relatively narrow lanes, this issue may have capacity implications. Hence, existing traffic flow models may require further adjustments

Kaynakça

  • [1] Roess, R. P., Prassas, E. S., McShane, W. R., Traffic Engineering, New Jersey, 2004.
  • [2] May, A. D., A friction concept of traffic flow. Proceedings, 30th Annual Meeting of the Highway Research Board, National Academy of Sciences-National Research Council, Washington, D.C., pp. 493-510, 1959. [3] Mahalel, D. and Hakkert, A. S., Traffic arrival patterns on a cross section of a multilane highway. Transportation Research, 17A, No. 4, 263-270, 1983.
  • [4] Hall, R. W., Longitudinal and lateral throughput on an idealised highway. Transportation Science, 29, No. 2, 118-127, 1995.
  • [5] Gunay, B. and Woodside, R. A., Discipline of lane-based-driving: a simulation approach. Proceedings pp. 723, The 10th World Conference on Transportation Research, Istanbul, 4-8 July, 2004.
  • [6] Gunay, B., Rationality of a non-lane-based car following model. ICE Journal of Transport, 162(1), 27-37, 2009.
  • [7] Garber, N. and Hoel, L., Traffic & Highways Engineering - SI Version, Nelson Engineering, 2009.
  • [8] Highway Capacity Manual, Transportation Research Board, Washington, 2010.
  • [9] Gunay B. and Erdemir, G., Using wavelet transforms for better interpretation of traffic simulation, Traffic Engineering and Control 50(10) 450-453, 2009.
Yıl 2011, Cilt: 3 Sayı: 2, 90 - 100, 01.06.2011

Öz

Kaynakça

  • [1] Roess, R. P., Prassas, E. S., McShane, W. R., Traffic Engineering, New Jersey, 2004.
  • [2] May, A. D., A friction concept of traffic flow. Proceedings, 30th Annual Meeting of the Highway Research Board, National Academy of Sciences-National Research Council, Washington, D.C., pp. 493-510, 1959. [3] Mahalel, D. and Hakkert, A. S., Traffic arrival patterns on a cross section of a multilane highway. Transportation Research, 17A, No. 4, 263-270, 1983.
  • [4] Hall, R. W., Longitudinal and lateral throughput on an idealised highway. Transportation Science, 29, No. 2, 118-127, 1995.
  • [5] Gunay, B. and Woodside, R. A., Discipline of lane-based-driving: a simulation approach. Proceedings pp. 723, The 10th World Conference on Transportation Research, Istanbul, 4-8 July, 2004.
  • [6] Gunay, B., Rationality of a non-lane-based car following model. ICE Journal of Transport, 162(1), 27-37, 2009.
  • [7] Garber, N. and Hoel, L., Traffic & Highways Engineering - SI Version, Nelson Engineering, 2009.
  • [8] Highway Capacity Manual, Transportation Research Board, Washington, 2010.
  • [9] Gunay B. and Erdemir, G., Using wavelet transforms for better interpretation of traffic simulation, Traffic Engineering and Control 50(10) 450-453, 2009.
Toplam 8 adet kaynakça vardır.

Ayrıntılar

Diğer ID JA65ZA97AY
Bölüm Makaleler
Yazarlar

B. Gunay Bu kişi benim

G. Erdemir Bu kişi benim

Yayımlanma Tarihi 1 Haziran 2011
Yayımlandığı Sayı Yıl 2011 Cilt: 3 Sayı: 2

Kaynak Göster

APA Gunay, B., & Erdemir, G. (2011). Lateral Analysis of Longitudinal Headways in Traffic Flow. International Journal of Engineering and Applied Sciences, 3(2), 90-100.
AMA Gunay B, Erdemir G. Lateral Analysis of Longitudinal Headways in Traffic Flow. IJEAS. Haziran 2011;3(2):90-100.
Chicago Gunay, B., ve G. Erdemir. “Lateral Analysis of Longitudinal Headways in Traffic Flow”. International Journal of Engineering and Applied Sciences 3, sy. 2 (Haziran 2011): 90-100.
EndNote Gunay B, Erdemir G (01 Haziran 2011) Lateral Analysis of Longitudinal Headways in Traffic Flow. International Journal of Engineering and Applied Sciences 3 2 90–100.
IEEE B. Gunay ve G. Erdemir, “Lateral Analysis of Longitudinal Headways in Traffic Flow”, IJEAS, c. 3, sy. 2, ss. 90–100, 2011.
ISNAD Gunay, B. - Erdemir, G. “Lateral Analysis of Longitudinal Headways in Traffic Flow”. International Journal of Engineering and Applied Sciences 3/2 (Haziran 2011), 90-100.
JAMA Gunay B, Erdemir G. Lateral Analysis of Longitudinal Headways in Traffic Flow. IJEAS. 2011;3:90–100.
MLA Gunay, B. ve G. Erdemir. “Lateral Analysis of Longitudinal Headways in Traffic Flow”. International Journal of Engineering and Applied Sciences, c. 3, sy. 2, 2011, ss. 90-100.
Vancouver Gunay B, Erdemir G. Lateral Analysis of Longitudinal Headways in Traffic Flow. IJEAS. 2011;3(2):90-100.

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