Empirical validation of a queueing approach to uninterrupted traffic flows

作者: Tom Van Woensel , Nico Vandaele

DOI: 10.1007/S10288-005-0075-9

关键词:

摘要: In this paper, the use of queueing theory for modeling uninterrupted traffic flows is evaluated. Empirical data on speeds and are used to evaluate generated by different models. Using Theil inequality coefficient as evaluation criterion, models compared empirical speeds. Queueing that best fit observed obtained. It appears flow a highway during non-congested hours described using M/G/1 model. During congested however, state dependent GI/G/z more realistic. Because describe well, they can also be potential improvements in existing conditions.

参考文章(20)
W.s. Channing, B.d. Greenshields, H.h. Miller, J.r. Bibbins, A study of traffic capacity Highway Research Board proceedings. ,vol. 1935, ,(1935)
D Heidemann, A queueing theory approach to speed-flow-density relationships TRANSPORTATION AND TRAFFIC THEORY. PROCEEDINGS OF THE 13TH INTERNATIONAL SYMPOSIUM ON TRANSPORTATION AND TRAFFIC THEORY, LYON, FRANCE, 24-26 JULY 1996. pp. 103- 118 ,(1996)
Jaime Barceló, Jordi Casas, Dynamic Network Simulation with AIMSUN Springer, Boston, MA. pp. 57- 98 ,(2005) , 10.1007/0-387-24109-4_3
Rahmi Akcelik, RELATING FLOW, DENSITY, SPEED AND TRAVEL TIME MODELS FOR UNINTERRUPTED AND INTERRUPTED TRAFFIC. Traffic engineering and control. ,vol. 37, pp. 511- 516 ,(1996)
Osman Balci, Verification, Validation, and Testing Handbook of Simulation. pp. 335- 393 ,(2007) , 10.1002/9780470172445.CH10
Jack P.C. Kleijnen, Verification and validation of simulation models European Journal of Operational Research. ,vol. 82, pp. 145- 162 ,(1995) , 10.1016/0377-2217(94)00016-6
Rajat Jain, J. Macgregor Smith, Modeling Vehicular Traffic Flow using M/G/C/C State Dependent Queueing Models Transportation Science. ,vol. 31, pp. 324- 336 ,(1997) , 10.1287/TRSC.31.4.324