Microscopic dual-regime model for single-lane roundabouts

Journal of Transportation Engineering

Volumn 135, Issue 6, 2009, Pages 386-394

  Chevallier, Estelle ^a   Leclercq, Ludovic ^a  

^a UNIVERSITÉ DE LYON   (France)

Author keywords

Calibration; Intersections; Simulation; Traffic management

Indexed keywords

CAR-FOLLOWING MODELS; DECISION MAKING PROCESS; DECISION MODELS; DECISION MODULES; FIELD DATA; GAP-ACCEPTANCE; MICROSIMULATION; OFF-PEAK PERIODS; RELAXATION PROCEDURES; SIMULATION; SIMULATION RESULT; TRAFFIC MANAGEMENT;

CALIBRATION; DECISION MAKING; HIGHWAY ADMINISTRATION; INTERSECTIONS; TRAFFIC CONTROL;

SIMULATORS;

ALGORITHM; CALIBRATION; COMPUTER SIMULATION; DECISION MAKING; NUMERICAL MODEL; PROBABILITY; ROAD TRANSPORT; TRAFFIC MANAGEMENT;

EID: 66249112180     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2009)135:6(386)     Document Type: Article

References (29)

1. Ahmed, K. I. (1999). "Modeling driver's acceleration and lane changing behaviour." Ph.D. dissertation, Dept. of Civil and Environmental Engineering, MIT, Cambridge.
2. Akçelik, R. (2005). "Roundabout model calibration issues and a case study." Proc., Transportation Research Board National Roundabout Conf., Transportation Research Board, Washington, D.C.
3. Akçelik, R., and Besley, M. (2001). "Microsimulation and analytical methods for modelling urban traffic." Proc., Conf. on Advance Modeling Techniques and Quality of Service in Highway Capacity Analysis, Transportation Research Board, Washington, D.C.
4. Bared, J. G., and Edara, P. K. (2005). "Simulated capacity of roundabouts and impact of roundabout within a progressed signalized road." Proc., Transportation Research Board National Roundabout Conf., Transportation Research Board, Washington, D.C.
5. Cassidy, M. J., and Ahn, S. (2005). "Driver turn-taking behaviour in congested freeway merges." Transportation Research Record. 1934, Transportation Research Board, Washington, D.C., 140-147.
6. Chevallier, E., and Leclercq, L. (2007). "A macroscopic theory for unsignalized intersections." Transp. Res., Part B: Methodol. TRBMDY0191-2615, 41(10), 1139-1150.
7. Chevallier, E., and Leclercq, L. (2009). "Do microscopic merging models reproduce the observed priority sharing ratio in congression." Transportation Research Part C, in press 10.1016/ j.trc.2009.01.002.
8. Choudhury, C., Ben-Akiva, M. E., Toledo, T., Rao, A., and Lee, G. (2007). "State dependence in lane changing models." Proc., 17th Int. Symp. on Transport Simulation, R. E. Allsop, M. G. H. Bell, and B. G. Heydecker, eds., Elsevier, London, 711-733.
9. Cohen, S. L. (2004). "Application of a relaxation procedure for lane changing in microscopic simulation models." Transportation Research Record. 1883, Transportation Research Board, Washington, D.C., 50-58.
10. Daganzo, C. (1995). "The cell transmission model, Part II: Network traffic." Transp. Res., Part B: Methodol. TRBMDY0191-261510.1016/ 0191-2615(94)00022-R, 29(2), 79-93.
11. Daganzo, C. F. (2005). "A variational formulation of kinematic waves: Basic theory and complex boundary conditions." Transp. Res., Part B: Methodol. TRBMDY0191-2615, 39(2), 187-196.
12. Hagring, O. (2001). "Derivation of capacity equation for roundabout entry with mixed circulating and exiting flows." Transportation Research Record. 1776, Transportation Research Board, Washington, D.C., 91-99.Hagring, O. (2001). "Derivation of capacity equation for roundabout entry with mixed circulating and exiting flows." Transportation Research Record. 1776, Transportation Research Board, Washington, D.C., 91-99.
13. Hidas, P. (2005a). "Modelling vehicle interactions in microscopic simulation of merging and weaving." Transp. Res., Part C: Emerg. Technol. TRCEFH0968-090X, 13(1), 37-62.
14. Hidas, P. (2005b). "Lane changing and merging under congested conditions in traffic simulation models." Urban transport XI-Urban transport and the environment in the 21st century, C. A. Brebbia, and L. C. Wadhwa, eds., WIT Press, Southampton, 779-788.
15. Laval, J. A., and Leclercq, L. (2007). "Microscopic modeling of the relaxation phenomenon using a macroscopic lane-changing model." Transp. Res., Part B10. 1016/j.trb.2007.10.004, 42(6), 511-522
16. Leclercq, L. (2005). "Calibration of flow-density relationships on urban streets." Transportation Research Record. 1934, Transportation Research Board, Washington, D.C., 226-234.
17. Leclercq, L., Chiabaut, N., Laval, J., and Buisson, C. (2007a). "Relaxation phenomenon after changing lanes: An experimental validation with the NGSIM dataset." Transportation Research Record. 1999, Transportation Research Board, Washington, D.C., 79-85.
18. Leclercq, L., Laval, J., and Chevallier, E., (2007b). "The Lagrangian coordinates and what it means for first order traffic flow models." Proc. 17th Int. Symp. on Transport Simulation, R. E. Allsop, M. G. H. Bell, and B. G. Heydecker, eds., Elsevier, London, 735-753.
19. Mereszczak, Y., Dixon, M., Kyte, M., Rodegerdts, L., and Blogg, M. (2006). "Including exiting vehicles in capacity estimation at single-lane U.S. roundabouts." Proc., Transportation Research Board, Washington, D.C.
20. Newell, G. F. (2002). "A simplified car-following theory: A lower-order model." Transp. Res., Part B: Methodol. TRBMDY0191-2615, 36(3), 195-205.
21. New York State Dept. of Transportation (NYSDOT). (2002). Rodel 1: Interactive roundabout design, Joint Copyright Rodel Software Ltd. and Staffordshire County Council, Stoke-on-Trent, U.K.
22. Robinson, B. W. (2000). "Roundabout: An informational guide, Chapter 8: System consideration." Publication No.FHwA-RD-00-067, Washington, D.C.
23. Smith, M. C., Sadek, A. W., Johnson, I., Aultman-Hall, L., and Garder, P. (2007). "Assessing the accuracy of roundabouts analysis procedures against field observations: Preliminary results from a case study in Northern New England." Proc., Transportation Research Board, Washington, D.C.
24. Stanek, D., and Milam, R. T. (2005). "High-capacity roundabout intersection analysis: Going around in circle." Proc., Transportation Research Board National Roundabout Conf., Transportation Research Board, Washington, D.C.
25. Tian, Z. Z., Urbanik, T., II, Engelbrecht, R., and Balke, K. (2003). "Variations in capacity and delay estimated from microscopic traffic simulation models." Transportation Research Record. 1802, Transportation Research Board, Washington, D.C., 23-31.
26. Transportation Research Board (TRB). (2006). Highway capacity manual, Proposed Draft Chapter 17, Part C: Roundabouts. Proc., AHB40 Committee, Washington, D.C.
27. Troutbeck, R. J. (2002). "The performance of uncontrolled merges using a limited priority process." Proc., 15th Int., Symp., on Transportation and Traffic Theory, M. Taylor, ed., Pergamon, Amsterdam, The Netherlands, 463-482.
28. Troutbeck, R. J., and Kako, S. (1999). "Limited priority merge at unsignalized intersections." Transp. Res., Part A: Policy Pract. TRPPEC0965-8564, 33(3-4), 291-304.
29. Trueblood, M. T., and Dale, J. (2003). "Simulating roundabouts with VISSIM." Proc., 2nd Urban Street Symp., Transportation Research Board, Washington, D.C.