Abstract
We review properties of tolled equilibria in road networks, with users differing in their time values, and study corresponding sensitivities of equilibrium link flows w.r.t. tolls. Possible applications include modeling of individual travellers that have different trip purposes (e.g. work, business, leisure, etc.) and therefore perceive the relation between travel time and monetary cost in dissimilar ways. The typical objective is to reduce the total value of travel time (TVT) over all users. For first best congestion pricing, where all links in the network can be tolled, the solution can be internalized through marginal social cost (MSC) pricing. The MSC equilibrium typically has to be implemented through fixed tolls. The MSC as well as the fixed-toll equilibrium problems can be stated as optimization problems, which in general are convex in the fixed-toll case and non-convex in the MSC case. Thus, there may be several MSC equilibria. Second-best congestion pricing, where one only tolls a subset of the links, is much more complex, and equilibrium flows, times and TVT are not in general differentiable w.r.t. tolls in sub-routes used by several classes. For generic tolls, where the sets of shortest paths are stable, we show how to compute Jacobians (w.r.t positive tolls) of link flows and times as well as of the TVT. This can be used in descent schemes to find tolls that minimize the TVT at least locally. We further show that a condition of independent equilibrium cycles, together with a natural extension of the single class regularity condition of strict complementarity, leads to genericity, and hence existence of said Jacobians.
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Notes
This assumes that flows of all classes have the same influence on the link time. This can usually be achieved by measuring the class flows in passenger car units (PCU:s). In this case, the toll levied per vehicle may be \( p_{a} \) or some class dependent positive multiple of \( p_{a} \). The analysis of the current paper can straightforwardly be performed also for these situations. But to retain notational simplicity we do the analysis for the case that all PCU:s equal 1.
The construction of the sets \( {\mathcal{C}}_{k} \) and \( {\bar{\mathcal{C}}}_{0} \) can be performed in following way. First, for each origin and class, find the equilibrium cycles in the corresponding reduced SP-graph, and select a subset as a basis. Then for each class, select a basis \( {\bar{\mathcal{C}}}_{k} \) as a subset of the basis cycles for the different origins. Put in \( \overline{\overline{{\mathcal{C}}}}_{0} \) any untolled cycle in \( {\bar{\mathcal{C}}}_{k} \) that is a class k equilibrium cycle for some other class k’. Finally, define \( {\mathcal{C}}_{k} = {\bar{\mathcal{C}}}_{k} { \setminus }\overline{\overline{{\mathcal{C}}}}_{0} \) and \( {\bar{\mathcal{C}}}_{0} \) as a basis of \( \overline{\overline{{\mathcal{C}}}}_{0} . \)
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Acknowledgments
The main parts of this paper were delivered at the TSL workshop Congestion Management of Transportation Systems on the Ground and in the Air, at Asilomar 2011. This research was partially supported by the Centre for Transport studies, KTH, Sweden.
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Lindberg, P.O., Engelson, L. Tolled multi-class traffic equilibria and toll sensitivities. EURO J Transp Logist 4, 197–222 (2015). https://doi.org/10.1007/s13676-014-0058-0
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DOI: https://doi.org/10.1007/s13676-014-0058-0