A multi-class traffic flow model: an extension of LWR model with heterogeneous drivers

By G. Wong, S. Wong. 2002

389 citations recorded by the source corpus.

Subfields: Building and Construction, Control and Systems Engineering, Transportation

View Paper: https://www.semanticscholar.org/paper/acd869ab8eb7846466ea5921841dac91c9d214d4

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In Building and Construction

In Control and Systems Engineering

In Transportation

Citations in the corpus

A geometric Brownian motion car-following model: towards a better understanding of capacity drop (2018, background): “Wong and Wong (2002) suggested that the variance of drivers’ desires for free-flow speedsmight be a reason for the capacity drop.”
On the periodicity of traffic oscillations and capacity drop : the role of driver characteristics (2014, background): “Notably, Wong and Wong (Wong and Wong, 2002) proposed a multi-class kinematic wave model assuming multiple driver classes that follow different flow-density relationships.”
Hyperbolicity and kinematic waves of a class of multi-population partial differential equations (2006, background): “3) might model some flow phenomena [7, 8, 9, 10] at least at the level of an analogue.”
A new fundamental diagram theory with the individual difference of the driver’s perception ability (2012, methodology): “3), so the models [33–71] cannot be used to describe the widely scattered data.”
A NEW MULTI-CLASS CONTINUUM MODEL FOR TRAFFIC FLOW (2007, methodology): “Therefore for both the experiments, the above result shows a good agreement to the results found by Wong and Wong (2002) and Herrmann and Kerner (1998).”
Traffic state estimation on highway: A comprehensive survey (2017, methodology): “These extensions are quite advanced and technical topics; therefore, refer, for example, to Wong and Wong (2002), Daganzo (2002), Laval and Daganzo (2006), van Wageningen-Kessels et al. (2014), and Costeseque and Duret (2016) and references therein for the case of the LWR model.”