2000
DOI: 10.1016/s1361-9209(99)00028-0
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A queueing based traffic flow model

Abstract: This research was supported by the Environmental Report for Flanders (VMM), the Science Foundation of Flanders (FWO-project G.0063.98) and BOF fund of UFSIA. 2 The authors like to thank Ilse Bilsen and Ruth Creten for their contribution.

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Cited by 113 publications
(80 citation statements)
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“…The distance is readily available in the time-independent routing models, but the speed is a new variable that needs to be specified. In this paper, the time-dependent speeds are obtained using queueing models for traffic flows [28,46]. This section is organized as follows: first, the queueing approach to traffic flow is presented, then the procedure to obtain the expected travel time is explained in detail, next the determination of the variance of the travel time is elaborated and finally, the added value of using queueing theory is discussed in detail.…”
Section: Framework For Time-dependent Travel Timesmentioning
confidence: 99%
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“…The distance is readily available in the time-independent routing models, but the speed is a new variable that needs to be specified. In this paper, the time-dependent speeds are obtained using queueing models for traffic flows [28,46]. This section is organized as follows: first, the queueing approach to traffic flow is presented, then the procedure to obtain the expected travel time is explained in detail, next the determination of the variance of the travel time is elaborated and finally, the added value of using queueing theory is discussed in detail.…”
Section: Framework For Time-dependent Travel Timesmentioning
confidence: 99%
“…This traditional approach is limited in terms of predictive power and sensitivity analysis. Vandaele et al [46] and Heidemann [28], showed that queueing models can also be used to explain uninterrupted traffic flows and thus offers a more practical approach, useful for sensitivity analysis, forecasts, etc. Jain and Smith [32] describe in their paper a state-dependent M/G/C/C queueing model for traffic flows.…”
Section: A Queueing Approachmentioning
confidence: 99%
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