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This paper proposes a preliminary calibration and validation of a macroscopic traffic flow model for signalised junctions. In fact, on the network signal setting design problem, a reliable modelling approach must be adopted to acknowledge the traffic flow effects, considering two phenomena: queue dispersion and spillback. The proposed model is an extension of the space-time discrete Cell Transmission Model (CTM), which can simulate dispersion and horizontal queue. This preliminary calibration and validation use real-world data collected on an arterial of the city of Salerno (south of Italy). Results showed that the estimated parameters are consistent with the literature.
Rocznik
Tom
Strony
155--167
Opis fizyczny
Bibliogr. 26 poz.
Twórcy
autor
- Department of Civil Engineering, University of Salerno, Via Giovanni Paolo II, 132, 84084 Fisciano (SA), Italy, EU
autor
- Department of Civil Engineering, University of Salerno, Via Giovanni Paolo II, 132, 84084 Fisciano (SA), Italy, EU
autor
- Department of Civil Engineering, University of Salerno, Via Giovanni Paolo II, 132, 84084 Fisciano (SA), Italy, EU
autor
- Port Authority of Naples. Naples (NA), Italy, EU
Bibliografia
- 1. Cantarella G.E., G. Improta. 1988. „Capacity factor or cycle time optimization for signalized junctions: A graph theory approach”. Transportation Research Part B: Methodological 22(1): 1-23. DOI: 10.1016/0191-2615(88)90031-8.
- 2. Di Gangi Massimo, Giulio E. Cantarella, Roberta Di Pace, Silvio Memoli. 2016. „Network traffic control based on a mesoscopic dynamic flow model”. Transportation Research Part C: Emerging Technologies 66: 3-26. DOI: 10.1016/j.trc.2015.10.002.
- 3. Cantarella Giulio Erberto, Stefano De Luca, Roberta Di Pace, Silvio Memoli. 2014. „Signal Setting Design at a Single Junction Through the Application of Genetic Algorithms”. Advances in Intelligent Systems and Computing: 321-331.
- 4. Cantarella Giulio Erberto, Stefano De Luca, Roberta Di Pace, Silvio Memoli. 2013. The Application of Multicriteria Genetic Algorithms for Signal Setting Design at a Single Junction”. In: 2013 8th EUROSIM Congress on Modelling and Simulation. IEEE, 472-477. ISBN: 978-0-7695-5073-2.
- 5. Robertson DI. 1969. „TRANSYT: A Traffic Network Study Tool”. Road Research Laboratory. UK.
- 6. Geroliminis Nikolaos, Alexander Skabardonis. 2005. „Prediction of Arrival Profiles and Queue Lengths Along Signalized Arterials by Using a Markov Decision Process”. Transportation Research Record: Journal of the Transportation Research Board 1934: 116-124. DOI: 10.3141/1934-12.
- 7. Chow Andy H.F., Shuai Li, W.Y. Szeto, David Z.W. Wang. 2015. „Modelling urban traffic dynamics based upon the variational formulation of kinematic waves”. Transportmetrica B: Transport Dynamics 3(3): 169-191. DOI: 10.1080/21680566.2015.1005559.
- 8. Daganzo Carlos F. 1995. „The cell transmission model, part II: Network traffic”. Transportation Research Part B: Methodological 29(2): 79-93. DOI: 10.1016/0191-2615(94)00022-R.
- 9. Cantarella Giulio E., Stefano De Luca, Roberta Di Pace, Silvio Memoli. 2015. „Network Signal Setting Design: Meta-heuristic optimisation methods”. Transportation Research Part C: Emerging Technologies 55: 24-45. DOI: 10.1016/j.trc.2015.03.032.
- 10. Yu L., M. Van Aerde. 1995. „Implementing TRANSYT’s macroscopic platoon dispersion in microscopic traffic simulation models”. In: 74thTransportation Research Board Annual Meeting. Washington DC, USA.
- 11. Yu Lei. 2000. „Calibration of Platoon Dispersion Parameters on the Basis of Link Travel Time Statistics”. Transportation Research Record: Journal of the Transportation Research Board 1727(1): 89-94. DOI: 10.3141/1727-11.
- 12. Rakha Hesham, Mohamadreza Farzaneh. 2006. „Issues and Solutions to Macroscopic Traffic Dispersion Modeling”. Journal of Transportation Engineering 132(7): 555-564. DOI: 10.1061/(ASCE)0733-947X(2006)132:7(555).
- 13. Farzaneh Mohamadreza, Hesham Rakha. 2006. „Procedures for Calibrating TRANSYT Platoon Dispersion Model”. Journal of Transportation Engineering 132(7): 548-554. DOI: 10.1061/(ASCE)0733-947X(2006)132:7(548).
- 14. Retzko Hans-Georg, M Schenk. 1993. „Effects of the platoon dispersion on the optimizing of fixed-time signal control in road networks”. Transportation and Traffic Theory: Proc., 12th Int. Symp. on the Theory of Traffic Flow and Transportation. P. 539-551.
- 15. Astarita Vittorio. 1996. „Flow propagation description in dynamic network loading models”. In: Proceedings of the International Conference on Applications of Advanced Technologies in Transportation Engineering. P. 599-603.
- 16. Ran Bin, David Boyce 1996. Modeling Dynamic Transportation Networks. Berlin, Heidelberg: Springer Berlin Heidelberg. ISBN: 978-3-642-80232-4.
- 17. Wu J.H., Y. Chen, M. Florian. 1998. „The continuous dynamic network loading problem: a mathematical formulation and solution method”. Transportation Research Part B: Methodological 32(3): 173-187. DOI: 10.1016/S0191-2615(97)00023-4.
- 18. Lighthill M.J., G.B. Whitham. 1955. „On kinematic waves II. A theory of traffic flow on long crowded roads”. Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences 229(1178): 317-345. DOI: 10.1098/rspa.1955.0089.
- 19. Richards Paul I. 1956. „Shock Waves on the Highway”. Operations Research 4(1): 42-51. DOI: 10.1287/opre.4.1.42.
- 20. Newell G.F. 1993. „A simplified theory of kinematic waves in highway traffic I: General theory. II: Queuing at freeway bottlenecks. III: Multi-destination flows”. Transportation Research Part B P. 281-313.
- 21. Drake Joseph S., Joseph L. Schofer, Adolf D. May Jr. 1967. „A Statistical Analysis of Speed Density Hypotheses”. In: Third International Symposium on the Theory of Traffic Flow Proceedings. New York: Elsevier North Holland, Inc.
- 22. Greenberg Harold. 1959. „An Analysis of Traffic Flow”. Operations Research 7(1): 79-85. DOI: 10.1287/opre.7.1.79.
- 23. Underwood R.T. 1961. „Speed, volume, and density relationships”. In: Qualty and Theory of Traffic Flow. A Symposium: 141-188. New Haven, Connecticut: Highway Traffic.
- 24. Drew Donald R. 1968. Traffic flow theory and control. New York, McGraw-Hill.
- 25. Pipes Louis A. 1967. „Car following models and the fundamental diagram of road traffic”. Transportation Research 1(1): 21-29. DOI: 10.1016/0041-1647(67)90092-5.
- 26. Edie Leslie C. 1961. „Car-following and steady-state theory for noncongested traffic”. Operations research 9(1): 66-76.
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
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