Today's Talk
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Macroscopic
(hydrodynamic) models for pedestrians.
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Models derived/inspired from vehicular traffic models.
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Singular terms to enforce
capacity constraints
.
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Structure-preserving numerical analysis.
But There Are Other Models for Pedestrians!
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Reviews:
Bellomo, Gibelli, Quaini, Reali (2022)
,
Bellomo, Liao, Quaini, Russo, Siettos (2023)
.
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Force-based models:
Reynolds (1987)
,
Helbing, Molnár (1995)
,
D'Orsogna, Chuang, Bertozzi, Chayes (2006)
.
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Rational behaviour models:
Moussaïd, Helbing, Theraulaz (2011)
,
Degond, Appert-Rolland, Moussaïd, Pettré, Theraulaz (2013)
,
RB, Carrillo, Degond (2018)
,
Salam, Tiwari, Klar, Sundar (2023)
.
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Other hydrodynamic models:
Hughes (2002)
,
Hughes (2003)
,
Colombo, Rosini (2005)
,
Carrillo, Martin, Wolfram (2016)
.
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Cellular automata:
Burstedde, Klauck, Schadschneider, Zittartz (2001)
.
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Mean-field games:
Dogbé (2010)
,
Lachapelle, Wolfram (2011)
.
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Multi-scale models:
Cristiani, Piccoli, Tosin (2011)
.
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Collective learning:
Liao, Ren, Yan (2023)
.
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Differential games:
Barreiro-Gomez, Masmoudi (2023)
.
The Fundamental Diagram
is the density, is the velocity, is the flux.
Weidmann (1993), Seyfried, Steffen, Klingsch, Boltes (2005), Cao, Seyfried, Zhang, Holl, Song (2017).
Early Traffic Models (1950s)
or, defining ,Information propagates at speed
Lighthill, Whitham (1955), Richards (1956).
Second-Order Models (1970s)
The term on the second equation is an attempt to model congestion.
Payne (1971), Whitham (1974).
Requiem for Second-Order Models (1995)
For some increasing function , rewrite previous model as
Characteristic speeds are : information can reach drivers from behind!
Daganzo (1995).
Resurrection of Second-Order Models (2000)
A new model: is an increasing function, the pseudo-pressure (think of for ).
Characteristic speeds are and .
Aw, Rascle (2000).
Rescaled Aw-Rascle Model (2008)
Make the pseudo-pressure singular, and rescale:The singular term enforces the capacity constraint .
Berthelin, Degond, Delitala, Rascle (2008), Berthelin, Degond, Blanc, Moutari, Royer (2008).
The Desired Velocity
Rewriteas
, the desired velocity, is advected by the model.
Stiffness Issues (CFL)
Model in conservative variables (1D):
Diffusion coefficient in the first equation is . Near congestion, when , it is
A naïve numerical treatment will require a CFL condition, .
Stiffness Issues (Congestion)
Model in conservative variables (1D):
Recall and the equation for ,Ignoring diffusive effects, satisfies Burgers' equation. It tends to develop shocks, which correspond to delta-shock waves on the density equation.
Without specialised schemes, the bound will not hold.
Semi-Discrete & Semi-Implicit Scheme
Elliptic Problem on
The equation for the density becomeswhere is the inverse of . Existence and well-posedness of holds provided the RHS is positive. This will hold for sufficiently small , independently of .
Once is found, the update of is explicit.