Review, Testing and Validation of Capacity and Delay Models at Unsignalized Intersections
Abstract
This paper deals with problems related to the capacity anddelay models at unsignalized intersections. The parameters ofvarious models are calibrated based on the on-site data obtainedin the countries where the models were developed. Thispaper deals with two problems: The first is the reliability of appliedmethodology in general, and the second is the acceptabilityof model parameters for the use in prevailing road and trafficconditions in Croatia.The first section presents the background review of the gapacceptance theory which is the basis for the development of thecapacity and delay models. The mathematical derivation of thebasic capacity models is presented as well as the resulting capacitymodels according to the assumed theoretical distributionof head ways in the priority stream. This paper also presents themethods for the calculation of the capacity considering the existenceof traffic streams of different hierarchies. The results ofvmious theoretical capacity models testing are presented. Thesecond section presents a review of queuing theory and the resultingstationary and time-dependent delay models. The underlyinghypothesis as well as reliability and limitations of thedelay models are presented. Also, the Highway capacity manualdelay model was tested against field data.References
Pravilnik o osnovnim uvjetima kojima javne ceste izvan
naselja i njihovi elementi moraju udovoljavati sa stajalista
sigumosti prometa, N. N. br. 110, 2001.
Highway Capacity Manual (HCM 1985). Transportation
Research Board, Special Report 209, Washington,
DC.
Highway Capacity Manual (HCM 1994). Transportation
Research Board, Washington DC.
Highway Capacity Manual (HCM 2000). Transportation
Research Board, Washington DC.
Abou-Henaidy, M., S. Teply, and J. D. Hunt: 'Gap
Acceptance Investigations in Canada', Proceedings of
the Second International Symposium on Highway Capacity.
Australian Road Research Board- Transportation
Research Board, Vol. 1, 1997, pp. 1-20.
Ashworth, R. & Bottom C. G.: 'Some obse1vations of
Driver gap Acceptance Behaviour at a Priority Intersection',
Traffic Engineering & Control, Vol. 18(12), 1997.
Kittelson, W. K. and Vandehey, M.A.: 'Delay effect on
driver gap acceptance characteristics at two-way stop-
controlled intersections', Transportation Research Record
Transportation Research Board, Washington
DC, 1991.
Kyte, M. Tian, Mir, Hameedmansoor, Kittelson, Vandehey,
Robinson, Brilon, Bondzio, Wu, Troutbeck: 'Capacity
and Level of Service at Unsignalized Intersections,
Final Report, Volume 1 - Two way Stop-Controlled Intersections',
Final Report for National Cooperative Highway
Research Program Project 3-46, 1996.
Brilon, W. and M. Grossmann: 'The New German Guideline
for Capacity of Unsignalized Intersections, :Inter-
sections without Traffic Signals II (Ed.: W. Brilon),
Springer Publications, Berlin, 1991.
Hansson, A. and T. Bergh: 'A New Swedish Capacity
Manual/CAPCAL', Proceedings 14th Australian Road
Research Board Conference, Vol. 14(2), 1988, pp.
-47.
Cowan, R. J.: 'Useful Headway Models', Transportation
Research, 9(6), 1975, pp. 371-375.
Drew, D. R.: 'Traffic Flow Theory and Control',
McGraw-Hill Book Company, New York, 1968.
Buckley, D. J.: 'Road Traffic Headway Distribution',
Proceedings, 1st ARRB Conf., Vol. 1(1), 1962, pp.
-186.
Harders, J.: 'The Capacity of Unsignalized Urban Intersection',
Schriftenreihe Strassenbau und Strassenverkehrstechnik,
Vol. 76, 1968.
Siegloch, W.: 'Capacity Calculations for Unsignalized
Intersections', Schriftenreihe Strassenbau und Strassenverkehrstechnik,
Vol. 1, 1974.
Cvitanic, D., Lozic, 1.: 'Modeli kapaciteta nesemaforiziranih
raskrizja', Ceste i mostovi, broj 7-8, srpanj-kolovoz
, str. 167-176, izvorni znanstveni clanak ..
Kyte, M.: 'Estimating Capacity and Delay at an All-Way
Stop-Controlled Intersection', Research Report,
TRANSNOW, Moscow/Idaho, 1989.
Troutbeck, R. J.: 'Estimating the Critical Acceptance
Gap from Traffic Movements, Research Report, 92-5,
Haight, F. A.: 'Mathematical theories of traffic flow' ,
Academic Press, London, 1963.
Troutbeck. R. J.: 'Average Delay at an Unsignalized
Intersection with Two Major Streams Each Having a
Dichotomized Headway Distribution', Transportation
Science, 20( 4), 1986, pp. 272-286.
Newell, G. F.: ''Applications of Queueing Theory', 2nd
Ed. Chapman and Hall Ltd., London, 1982.
Kimber, R. M. and E. M. Hollis: 'Peak Period Traffic
Delays at Road Junctions and other Bottlenecks'. Traffic
Engineering & Control. Vol. 19(10), 1978.
Akcelik, R. and R. J. Troutbeck: 'Implementation of the
Australian Roundabout Analysis Method in SIDRA',
Proceedings of the International Symposium on Highway
Capacity , U. Brannolte (ed.) Highway Capacity
and Level of Service, Karlsruhe, A. A. Balkema, Rotterdam,
, pp. 17-34.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).