A further generalization of Tanner's formula

Transportation Research Part B: Methodological

Volumn 32B, Issue 6, 1998, Pages 423-429

  Hagring, Ola ^a  

^a LUND INSTITUTE OF TECHNOLOGY   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

ROAD CAPACITY; TRANSPORT MANAGEMENT;

ESTIMATION; MATHEMATICAL MODELS; MOTOR TRANSPORTATION; PROBLEM SOLVING; STATISTICAL METHODS;

CAPACITY MODEL; HEADWAY DISTRIBUTION; TANNER MODEL;

OPERATIONS RESEARCH;

EID: 0031594056     PISSN: 01912615     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0191-2615(98)00010-1     Document Type: Article

References (16)

1. Akçelik, R. and Chung, E. (1994) Calibration of the bunched exponential distribution of arrival headways. Road & Transport Research 3, 42-59.
2. Cowan, R. J. (1975) Useful headway models. Transportation Research 9, 371-375.
3. Dunne, M. C. and Buckley, D. J. (1972) Delays and capacities at unsignalised intersections. In Proceedings of the Sixth ARRB Conference, Canberra, pp. 345-362
4. Fisk, C. S. (1989) Priority intersection capacity: a generalization of Tanner's formula. Transportation Research-B 23, 281-286.
5. Fisk, C. S. (1991) Traffic performance analysis at roundabouts. Transportation Research-B 25, 89-102.
6. Golias, J. (1981) Gap acceptance, delay and capacity for vehicles crossing a priority stream. Dr. thesis, Transport Studies Group, University College London.
7. Golias, J. (1986) Towards a realistic analytical evaluation of minor-stream capacity at priority road junctions. Traffic Engineering Control 27, 2-5.
8. Hagring, O. (1996) Roundabout entry capacity. Department of Traffic Planning and Engineering, Lund Institute of Technology, Lund University.
9. Haight, F. A. (1963) Mathematical theories of traffic flow. Academic Press, New York.
10. McDowell, M., Wennell, J., Storr, P. A. and Darzentas, J. (1983) Gap acceptance and traffic conflict simulation as a measure of risk. TRRL SR 776.
11. Sullivan, D. P. and Troutbeck, R. J. (1994) The use of Cowan's M3 headway distribution for modelling urban traffic flow. Traffic Engineering Control 35, 445-450.
12. Tanner, J. C. (1962) A theoretical analysis of delays at an uncontrolled intersection. Biometrika 49, 163-170.
13. Tanner, J. C. (1967) The capacity of an uncontrolled intersection. Biometrika 54, 657-658.
14. Troutbeck, R. J. (1984) The theory of traffic flow on roundabouts. In Traffic Flow Theory. Papers presented at an Esso Monash Civil Engineering Short Course in Transport Sciences, Monash University, 10-12 September 1989, Australia.
15. Troutbeck, R. J. (1986) Average delay at unsignalized intersections. Transportation Science 20, 272-286.
16. Troutbeck, R. J. (1991) Unsignalized intersections and roundabouts in Australia: recent developments. In Intersections without Traffic Signals II, ed. Brilon, W. pp. 238-257. Springer-Verlag, Heidelberg.