Titlebook: Economics of Urban Highway Congestion and Pricing; John F. McDonald,Edmond L. d’Ouville,Louie Nan Liu Book 1999 Springer Science+Business

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An Engineering Model of Traffic Flow. We presume highways that are not controlled to any significant extent by traffic lights (because there are no intersections that require them), and we assume that the highways do not have bottleneck problems (e.g., tunnels, bridges). Excellent models have been devised to study both of these types

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An Empirical Model of Highway Traffic Flowsportation economists (and other transportation researchers) have used two models of traffic that are considered to be alternative approaches to the study of urban highways; the continuous (steady-state) flow model and the bottleneck model. These two models are discussed briefly below. The point of

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Theory of Route Choice and the Value of Timen in this and the next chapter. Our purpose here is not to provide a comprehensive discussion of the demand for urban travel, but rather to concentrate on whether the commuter chooses a tollway for the drive to work. After some introduction to urban travel demand in general, this chapter examines th

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A Simulation Study of Peak and Off-Peak Congestion Pricingg congestion pricing models include model SB (second-best), model FB (first-best), and model NT (no-toll). For each of the three models, we demonstrate that the first-order conditions are equivalent to the system of equations for traffic volume allocation (v.,v.,v.,v.): equations (34)–(38) for model