CALIBRATION OF HEADWAY DISTRIBUTIONS
CALIBRATION OF HEADWAY DISTRIBUTIONS
CALIBRATION OF HEADWAY DISTRIBUTIONS
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good enough. There is the possibility however, that fitting some other distributions could<br />
yield better results.<br />
REFERENCES<br />
Cowan, R. J. (1975). Useful headway models. Transportation Research 9(6), pp. 371-375.<br />
Hagring, O. (1996). The use of the Cowan M3 distribution for modelling roundabout flow.<br />
Traffic Engineering & Control 37(5), pp. 328-332.<br />
Hagring, O. (1998). Vehicle-vehicle interactions at roundabouts and their implications for<br />
the entry capacity. Bulletin 159. Dept. of Traffic Planning and Engineering, Lund.<br />
Luttinen, T. (1992). Statistical Properties of Vehicle Time Headways. Highway Capacity<br />
and Traffic Flow. Transportation Research Record 1365.<br />
Stephens, M. (1986). Tests based on EDF statistics. In R. D’Agostino and M. Stephens (ed.)<br />
Goodness-of-fit techniques. Dekker, New York.<br />
Sullivan, D.P. and Troutbeck, R.J. (1994). The use of Cowan∋s M3 headway distribution for<br />
modelling urban traffic flow. Traffic Engineering & Control 35(7-8), pp. 445-450.<br />
Troutbeck, R. J. (1997). A review of the process to estimate the Cowan M3 headway<br />
distribution parameters. Traffic Engineering & Control 38(11) , pp. 600-603.
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