Nonstandard second-order formulation of the LWR model
Wen-Long Jin

TL;DR
This paper introduces a nonstandard second-order formulation of the LWR traffic model using hyperreal infinitesimals, establishing its equivalence with the classical model and analyzing stability, collision conditions, and numerical solutions.
Contribution
It presents a novel nonstandard second-order model based on Phillips' approach, proves its equivalence to the LWR model, and develops methods for ensuring physically meaningful solutions.
Findings
The nonstandard model matches shock and rarefaction waves of LWR.
Collision-free conditions are more general than CFL.
Numerical methods like symplectic Euler yield realistic results.
Abstract
We present a second-order formulation of the LWR model based on Phillips' model (Phillips, 1979); but the model is nonstandard with a hyperreal infinitesimal relaxation time. Since the original Phillips model is unstable with three different definitions of stability in both Eulerian and Lagrangian coordinates, we cannot use traditional methods to prove the equivalence between the second-order model, which can be considered the zero-relaxation limit of Phillips' model, and the LWR model, which is the equilibrium counterpart of Phillips' model. Instead, we resort to a nonstandard method based on the equivalence relationship between second-order continuum and car-following models established in (Jin, 2016) and prove that the nonstandard model and the LWR model are equivalent, since they have the same anisotropic car-following model and stability property. We further derive conditions for…
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
Taxonomy
TopicsTraffic control and management · Transportation Planning and Optimization · Traffic and Road Safety
