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dc.contributor.authorKachani, Soulaymaneen_US
dc.contributor.authorPerakis, Georgiaen_US
dc.date.accessioned2004-05-28T19:33:09Z
dc.date.available2004-05-28T19:33:09Z
dc.date.issued2001-08en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/5313
dc.description.abstractIn this paper we introduce travel time models that incorporate spillback and bottleneck phenomena. In particular, we study a model for determining the link travel times for drivers entering a link as well as drivers already in the link but whose travel times are affected by a significant change in traffic conditions (e.g. spillback or bottleneck phenomena). To achieve this goal, we extend the fluid dynamics travel time models proposed by Perakis [11] and subsequently by Kachani and Perakis [6], [7], to also incorporate such phenomena. These models utilize fluid dynamics laws for compressible flow to capture a variety of flow patterns such as the formation and dissipation of queues, drivers' response to upstream congestion or decongestion and drivers' reaction time. We propose variants of these models that explicitly account for spillback and bottleneck phenomena. Our investigation considers both separable and non-separable velocity functions.en_US
dc.format.extent1269262 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoen_USen_US
dc.publisherMassachusetts Institute of Technology, Operations Research Centeren_US
dc.relation.ispartofseriesOperations Research Center Working Paper;OR 356-01en_US
dc.titleA Fluid Model of Spillback and Bottleneck Phenomena for Determining Dynamic Travel Timesen_US
dc.typeWorking Paperen_US
dc.contributor.departmentMassachusetts Institute of Technology. Operations Research Center


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