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MODELLING THE DAILY TRAFFIC FLOWS ON AN HOURLY BASIS

更新时间:2007-8-27  来源:tranbbs  作者:佚名  人气:  [ 投稿 ] [投稿帮助
  ting quantities which depend on the speed in a non-linear way, as is the case for the computation of energy consumption and emissions.

In a case study for the City of Basel, we have demonstrated that this model can be successfully applied even with minimal input data. Starting with only an AM peak-hour matrix, we were able to define the three basic states AM, PM and OP by simple ``ad-hoc'' assumptions and use them to build up a model which predicts the hourly flows for the entire day with a very high level of precision.

References

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Florian M. (1977). An improved linear approximation algorithm for the network equilibrium (packet switching) problem. IEEE Proc. Decision and Control, 812-828.

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INRO Consultants Inc. (1989), EMME/2 User's Manual.

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Rapp AG Ingenieure und Planer (1989). Kalibrierung Verkehrsmodell Nordtangente Basel. Project report prepared for the City of Basel, unpublished.

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Spiess H. (1984). Contributions à la théorie et aux outils de planification de réseaux de transport urbain. Ph.D. thesis, Département d'informatique et de recherche opérationnelle, Centre de recherche sur les transports, Université de Montréal, Publication 382.

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Spiess H. (1990a). Conical volume-delay functions. Transport. Sci. 24, 153-158.

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Spiess H. (1990b). A gradient approach for the O-D Matrix Adjustment Problem. Publication 693, Centre de recherche sur les transports, Université de Montréal.

This paper was also published in the Proceedings of the 18th Summer Annual Meeting of PTRC, 1990.

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In this paper we use the terms d

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