2018
DOI: 10.1016/j.ifacol.2018.07.009
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Derivation of a first order traffic flow model of Lighthill-Whitham-Richards type

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Cited by 13 publications
(16 citation statements)
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“…Since the derivation of such macroscopic equations is not unique and straightforward, we present our approach below, following mainly the ideas presented in [4,19].…”
Section: Formal Derivation From Microscopic Equationsmentioning
confidence: 99%
“…Since the derivation of such macroscopic equations is not unique and straightforward, we present our approach below, following mainly the ideas presented in [4,19].…”
Section: Formal Derivation From Microscopic Equationsmentioning
confidence: 99%
“…This equation can also be found in [13], [14] for the case τ = 0 and in [5] for τ > 0. The first row of (13) can be interpreted as a conservation law for the number of vehicles participating in traffic.…”
Section: B Delayed Lighthill-whitham-richards (Lwr) Modelmentioning
confidence: 64%
“…Note that both Eulerian models, (15) with (18) and (14) with (19), formulate a partial delay differential equation (PDDE) with constant time delay and state-dependent spatial delay. This spatial delay was neglected in the PDDE models of [4], [5]. Since state-dependent delays make the analysis of differential equations significantly more difficult [15], it is more useful to use Lagrangian framework for introducing delays.…”
Section: B Delayed Lighthill-whitham-richards (Lwr) Modelmentioning
confidence: 99%
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“…On the other hand, we want to keep the delay in the explicit form, and therefore avoid the diffusion approximation. The model derived in [9] will be studied in details in the following, investigating carefully its theoretical and numerical features.…”
mentioning
confidence: 99%