Two vehicular headways time dichotomic models

Modern Applied Science

Volumn 6, Issue 12, 2012, Pages 1-12

  Mauro, Raffaele ^a   Branco, Federico ^b  

^a UNIVERSITY OF TRENTO   (Italy)

^b Consulting Engineer ^*  (Italy)

Author keywords

Dichotomic vehicular time headway; Stationary traffic flow conditions; Statistical models

Indexed keywords

EID: 84871844268     PISSN: 19131844     EISSN: 19131852     Source Type: Journal    
DOI: 10.5539/mas.v6n12p1     Document Type: Article

References (14)

1. Benjamin, J. R., & Cornell, C. A. (1970). Probability, Statistics and Decision for Civil Engineers. McGraw-Hill, 1970.
2. Gerlough, D. L., & Huber, M. J. (1975). Traffic flow theory, Special Report n. 165. Transportation Research Board, National Research Council.
3. Gerlough, D. L., Schuhl, A., & Barnes F. C. (1971). Poisson and other distributions in traffic. Eno Foundation for Transportation, Saugatuck.
4. Griffiths, J. D., & Hunt, J. G. (1991). Vehicle Headway in urban areas. Traffic Engineering and Control, 32(10), 458-462.
5. th WCTR, July 11-15, Lisbon, Portugal.
6. Ha, D. H., Aron, M., & Cohen, S. (2012). Time headway variable and probabilistic modeling. Transportation Research Part C: Emerging Technologies, 25, 181-201. http://dx.doi.org/10.1016/j.trc.2012.06.002
7. Hagring, O. (2002). Calibration of Headway distributions. PROCEEDINGS of the 9th Mini-EURO Conference Handling Uncertainty in the Analysis of Traffic and Transportation Systems, Bari, Italy.
8. Luttinen, R. T. (1996). Statistical Analysis of vehicle time headways. Otaniemi: Helsinki University of Technology, Transportation Engineering, Publication 87. (Doctoral dissertation.) - ISBN 951-22-3063-1 -ISSN 0781-5816.
9. Luttinen, R. T. (2003). Capacity at Unsignalized Intersections. TL Consulting Engineers, Ltd, Research Report n. 3, Lahti, ISBN952-5415-02-3; ISSN1458-3313.
10. May, A. D. (1990). Traffic Flow Fundamentals. Prentice-Hall, Inc.
11. Newell, G. F. (1972). Theory of highway traffic flow 1945 to 1965. Institute of Transportation Studies, University of California, Berkeley.
12. Rossi, R., & Gastaldi, M. (2012). An empirical analysis of vehicle time headways on rural two-lane two-way roads. Procedia - Social and Behavioral Sciences.
13. Sullivan, D. P., & Troutbeck, R. J. (1994). The use of Cowan's M3 headway distribution for modelling urban traffic flow. Traffic Engineering & Control, 35(7-8), 445-450.
14. VV. AA. (2001). Revisited traffic flow theory monograph. TRB/FWA version, Washington D.C.