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Continuum Approximation for Congestion Dynamics Along Freeway Corridors
Author(s) -
Jorge Laval,
Ludovic Leclercq
Publication year - 2009
Publication title -
transportation science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.965
H-Index - 115
eISSN - 1526-5447
pISSN - 0041-1655
DOI - 10.1287/trsc.1090.0294
Subject(s) - bottleneck , queue , inflow , traffic congestion , computer science , term (time) , mathematical optimization , queueing theory , transport engineering , engineering , mechanics , mathematics , computer network , physics , quantum mechanics , embedded system
In this paper, congestion dynamics along crowded freeway corridors are modeled as a conservation law with a source term that is continuous in space. The source term represents the net inflow from ramps, postulated here as a location-dependent function of the demand for entering and exiting the corridor. Demands are assumed to be time-independent, which is appropriate for understanding the onset of congestion. Numerical and analytical results reveal the existence of four well-defined regions in time-space, two of which are transient. The conditions for the existence of congestion both in the freeway and in the on-ramps are identified, as well as the set of on-ramps that are most likely to become active bottlenecks. The results in this paper help explain the stochastic nature of bottleneck activation, and can be applied to devise effective system-wide ramp metering strategies that would prevent excessively long on-ramp queues.

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