Supply curves for urban road networks.

Author(s)
May, A.D. Shepherd, S.P. & Bates, J.J.
Year
Abstract

Supply curves are essential for demand prediction in aggregate networks, and need to relate cost of use to flow demanded rather than to flow performed. The paper defines the parameters of relevance and the relationships required. A microsimulation model is used to generate such relationships for hypothetical networks. Network performance curves can exhibit backward-bending relationships between speed and flow performed, but these curves are inappropriate for demand prediction. Relationships between speed and flow demanded are monotonic, but not necessarily linear. They can exhibit spatial and temporal dependencies, both of which required them to be re-estimated if demand patterns change. (Author/publisher).

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Publication

Library number
I E106884 [electronic version only] /71 / ITRD E106884
Source

Journal of Transport Economics and Policy. 2000 /09. 34(3) Pp261-90 (23 Refs.)

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This publication is one of our other publications, and part of our extensive collection of road safety literature, that also includes the SWOV publications.