Dynamical Phenomena induced by Bottleneck

Similar documents
Microscopic Models under a Macroscopic Perspective

Car-Following Models as Dynamical Systems and the Mechanisms for Macroscopic Pattern Formation

Two-dimensional macroscopic models for traffic flow on highways

CHALMERS, GÖTEBORGS UNIVERSITET. EXAM for DYNAMICAL SYSTEMS. COURSE CODES: TIF 155, FIM770GU, PhD

String and robust stability of connected vehicle systems with delayed feedback

Bifurcations and multiple traffic jams in a car-following model with reaction-time delay

CHALMERS, GÖTEBORGS UNIVERSITET. EXAM for DYNAMICAL SYSTEMS. COURSE CODES: TIF 155, FIM770GU, PhD

1.7. Stability and attractors. Consider the autonomous differential equation. (7.1) ẋ = f(x),

B5.6 Nonlinear Systems

THE EXACTLY SOLVABLE SIMPLEST MODEL FOR QUEUE DYNAMICS

(8.51) ẋ = A(λ)x + F(x, λ), where λ lr, the matrix A(λ) and function F(x, λ) are C k -functions with k 1,

Dynamical system theory and bifurcation analysis for microscopic traffic models

Instabilities in Homogeneous and Heterogeneous Traffic Flow

Hopf Bifurcations in Problems with O(2) Symmetry: Canonical Coordinates Transformation

Hopf bifurcation in coupled cell networks with abelian symmetry 1

CHALMERS, GÖTEBORGS UNIVERSITET. EXAM for DYNAMICAL SYSTEMS. COURSE CODES: TIF 155, FIM770GU, PhD

Feedback-mediated oscillatory coexistence in the chemostat

2 Discrete growth models, logistic map (Murray, Chapter 2)

Stability and bifurcation in network traffic flow: A Poincaré map approach

Torus Doubling Cascade in Problems with Symmetries

5.2.2 Planar Andronov-Hopf bifurcation

Mathematical Models of Traffic Flow: Macroscopic and Microscopic Aspects Zurich, March 2011

2D Traffic Flow Modeling via Kinetic Models

On fluido-dynamic models for urban traffic

Solving the Payne-Whitham traffic flow model as a hyperbolic system of conservation laws with relaxation

L 1 stability of conservation laws for a traffic flow model

Geometry of Resonance Tongues

Critical Thresholds in a Relaxation Model for Traffic Flows

Phase Synchronization

7 Two-dimensional bifurcations

Cylindrical Manifolds and Tube Dynamics in the Restricted Three-Body Problem

A Mathematical Introduction to Traffic Flow Theory

Experimental verification platform for connected vehicle networks

One Dimensional Dynamical Systems

On a Codimension Three Bifurcation Arising in a Simple Dynamo Model

Lecture 5. Outline: Limit Cycles. Definition and examples How to rule out limit cycles. Poincare-Bendixson theorem Hopf bifurcations Poincare maps

as Hopf Bifurcations in Time-Delay Systems with Band-limited Feedback

CHAPTER 6 HOPF-BIFURCATION IN A TWO DIMENSIONAL NONLINEAR DIFFERENTIAL EQUATION

Modeling and Analysis of Dynamic Systems

BIFURCATION PHENOMENA Lecture 4: Bifurcations in n-dimensional ODEs

BIFURCATION TO TRAVELING WAVES IN THE CUBIC-QUINTIC COMPLEX GINZBURG LANDAU EQUATION

The Existence of Chaos in the Lorenz System

THREE DIMENSIONAL SYSTEMS. Lecture 6: The Lorenz Equations

Stability and Hopf bifurcation analysis of the Mackey-Glass and Lasota equations

= F ( x; µ) (1) where x is a 2-dimensional vector, µ is a parameter, and F :

A Comparison of Two Predator-Prey Models with Holling s Type I Functional Response

A Continuous Model for Two-Lane Traffic Flow

DRIVEN and COUPLED OSCILLATORS. I Parametric forcing The pendulum in 1:2 resonance Santiago de Compostela

Marte Godvik. On a Traffic Flow Model. Thesis for the degree philosophiae doctor

Continuum Modelling of Traffic Flow

K. Pyragas* Semiconductor Physics Institute, LT-2600 Vilnius, Lithuania Received 19 March 1998

Coupling conditions for transport problems on networks governed by conservation laws

An extended microscopic traffic flow model based on the spring-mass system theory

Existence, stability, and mitigation of gridlock in beltway networks

On jamitons, self-sustained nonlinear waves in traffic flow

From experimemts to Modeling

Continuous Threshold Policy Harvesting in Predator-Prey Models

Dynamics of Modified Leslie-Gower Predator-Prey Model with Predator Harvesting

arxiv: v1 [physics.soc-ph] 20 Dec 2014

This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research and

A note on stability in three-phase-lag heat conduction

An Improved Car-Following Model for Multiphase Vehicular Traffic Flow and Numerical Tests

Resurrection of the Payne-Whitham Pressure?

Solitons in a macroscopic traffic model

Im(v2) Im(v3) Re(v2)

An Interruption in the Highway: New Approach to Modeling the Car-Traffic

A lattice traffic model with consideration of preceding mixture traffic information

ALMOST PERIODIC SOLUTIONS OF NONLINEAR DISCRETE VOLTERRA EQUATIONS WITH UNBOUNDED DELAY. 1. Almost periodic sequences and difference equations

Numerical Simulation of Traffic Flow via Fluid Dynamics Approach

Neuroscience applications: isochrons and isostables. Alexandre Mauroy (joint work with I. Mezic)

c 2002 Society for Industrial and Applied Mathematics

Traffic Flow Problems

1. (i) Determine how many periodic orbits and equilibria can be born at the bifurcations of the zero equilibrium of the following system:

EE222 - Spring 16 - Lecture 2 Notes 1

Handout 2: Invariant Sets and Stability

Identification of one-parameter bifurcations giving rise to periodic orbits, from their period function

UNIVERSITY of LIMERICK

Controlling Hopf Bifurcations: Discrete-Time Systems

Delay-induced chaos with multifractal attractor in a traffic flow model

Additive resonances of a controlled van der Pol-Duffing oscillator

The LWR model on a network

Hopf bifurcations, and Some variations of diffusive logistic equation JUNPING SHIddd

MATH 415, WEEK 11: Bifurcations in Multiple Dimensions, Hopf Bifurcation

Master Thesis. Equivariant Pyragas control. Isabelle Schneider Freie Universität Berlin Fachbereich Mathematik und Informatik Berlin

MULTICOMMODITY FLOWS ON ROAD NETWORKS

Stability Computations for Nilpotent Hopf Bifurcations in Coupled Cell Systems

MULTI CLASS TRAFFIC MODELS ON ROAD NETWORKS

NBA Lecture 1. Simplest bifurcations in n-dimensional ODEs. Yu.A. Kuznetsov (Utrecht University, NL) March 14, 2011

Period-doubling cascades of a Silnikov equation

Phase transition on speed limit traffic with slope

CANARDS AND HORSESHOES IN THE FORCED VAN DER POL EQUATION

Delayed feedback control of three diusively coupled Stuart-Landau oscillators: a case study in equivariant Hopf bifurcation

Intersection Models and Nash Equilibria for Traffic Flow on Networks

Hopf Bifurcation Analysis of a Dynamical Heart Model with Time Delay

Integrable dynamics of soliton gases

STABILITY. Phase portraits and local stability

Macroscopic Simulation of Open Systems and Micro-Macro Link

Global Qualitative Analysis for a Ratio-Dependent Predator Prey Model with Delay 1

Wilson, R. E. (2007). Mechanisms for spatiotemporal pattern formation in highway traffic models.

Problem set 3: Solutions Math 207A, Fall where a, b are positive constants, and determine their linearized stability.

Transcription:

March 23, Sophia Antipolis, Workshop TRAM2 Dynamical Phenomena induced by Bottleneck Ingenuin Gasser Department of Mathematics University of Hamburg, Germany Tilman Seidel, Gabriele Sirito, Bodo Werner

Outline General Dynamics of the microscopic model (without bottleneck) Dynamics of the microscopic model (with bottleneck) Macroscopic view (with bottleneck) From micro to macro (without bottleneck) Fundamental diagrams (with and without bottleneck) Future References Basic concept: Take a very simple microscopic model (Bando), study the full dynamics, take a macroscopic view on the results.

Dynamics of the microscopic model (without bottleneck) Bando model on a circular road (scaled) N cars on a circular road of lenght L: Behaviour: x j position of the j-th car ẍ j (t) = { V ( x j+ (t) x j (t) ) ẋ j (t) }, j =,...,N, x N+ = x +L V = V(x) optimal velocity function: V() =, V strictly monoton increasing, lim x V(x) = V max 2 3 4 5 6 7 8 9

System for the headways: y j = x j+ x j ẏ j = z j ż j = { V(y j+ ) V(y j ) ż j }, j =,...,N, yn+ = y Additional condition: N j= y j = L quasistationary solutions: y s;j = L N, z s;j =, j =,...,N. Linear stability-analysis around this solution gives for the Eigenvalues λ: (λ 2 +λ+β) N β N =, β = V ( L N ) Result (Huijberts ( 2)): For For +cos 2π N +cos 2π N > β max = max x V (x) asymptotic stability = V ( N L ) loss of stability

What kind of loss of stability? (I.G., G.Sirito, B. Werner 4): Eigenvalues as functions of β = V ( L N ) 4 3 2 k=4 k=3 k=2 B k= Imaginary axis M C A A O Beta 2 3 k= k=2 k=3 B k=4 4 2.5.5.5 Real Axis L/N Bifurcation analysis gives a Hopfbifurcation. Therefore we have locally periodic solutions. Are these solutions stable? (i.e. is the bifurcation sub- or supercritical?)

Criterion: Sign of the first Ljapunov-coefficient l Theorem: ( ( ) l = c 2 V L V ( L N )) 2 N V ( N L ) Conclusion: For the mostly used (Bando et al (95)) V(x) = V maxtanh(a(x ))+tanha +tanha the bifurction is supercritical (i.e. stable periodic orbits). But: Similar functions V give also subcritical bifurcations.

Problem: It seems to be very sensitive with respect to V Global bifurcation analysis: numerical tool (AUTO2) 9.2 9.2 7.786 9 9 7.784 8.8 8.8 7.782 Norm of solution 8.6 8.4 8.2 Norm of solution 8.6 8.4 8.2 Norm of solution 7.78 7.778 8 8 7.776 7.8 H 7.8 H 7.774 7.6 7.6 2.5 22 22.5 23 23.5 24 24.5 25 25.5 26 26.5 L 2.5 22 22.5 23 23.5 24 24.5 25 25.5 26 26.5 L 23.49 23.495 23.5 23.55 23.5 23.55 23.52 23.525 23.53 L Conclusion: Globally similar functions V give similar behaviour. The bifurcation is macroscopically subcritical Conclusion for the application: the critical parameters from the linear analysis are not relevant

Example Example 2 Example 3 8 9.2 7.786 7.5 7 9 7.784 Norm of solution 6.5 6 5.5 5 4.5 4 H Norm of solution 8.8 8.6 8.4 8.2 8 7.8 H Norm of solution 7.782 7.78 7.778 7.776 3.5 7.774 H 2 7.6 2 4 6 8 2 22 L 2.5 22 22.5 23 23.5 24 24.5 25 25.5 26 26.5 L 23.49 23.495 23.5 23.55 23.5 23.55 23.52 23.525 23.53 L.5.5.8.6.4.3 Relative Velocity.4.2.2.4 Relative Velocity.5.5 Relative Velocity.2...2.6.8.3.4.5.5 2 2.5 3 3.5 Headway.5.5.5 2 2.5 3 3.5 4 Headway.5.8 2 2.2 2.4 2.6 2.8 3 3.2 3.4 Headway

More bifurcations: Eigenvalues as functions of β = V ( L N ) 4 3 2 k=4 k=3 k=2 B k= Imaginary axis M C A A O 2 3 k= k=2 k=3 B k=4 4 2.5.5.5 Real Axis Conclusion: There are many other (weakly unstable) periodic solutions

(J.Greenberg 4, 7) Solutions with many oscillations finally tend to a solution with one oscillation (G. Oroz, R.E. Wilson, B.Krauskopf 4, 5) Qualitatively the same global bifurcation diagram for the model with delay

Dynamics of the microscopic model (with bottleneck) V max ǫ Symmetry breaking, the above theory is not easily applicable A solution is called ponies on a Merry-Go-Round solution (short POM), if there is a T R, such that (i) x i (t+t) = x i (t)+l (i =,...,N) ( ) (ii) x i (t) = x i t+ T N (i =,...,N) hold (Aronson, Golubitsky, Mallet-Paret 9). We call T rotation number and N T the phase (phase shift).

Theorem:The above model has POM solutions for small ǫ >. 3.77 4.2 3.765 3.76 4 3.755 3.98 ẋ 3.75 3.745 3.96 3.74 3.94 3.735 3.73 3.92 3.725 2 4 6 8 2 4 6 8 2 3.9 x Velocity of the quasistationary solution (no bottleneck) versus bottleneck solution (The red line indicates maximum velocity).

Technique: Poincare maps Π(η) = Φ T(η) (η) Λ, where Φ is the induced flow and Λ reduces the spacial components by L. Π(ξ) x Σ Λ ξ Φ T(ǫ,ξ) x+λ Σ+Λ T Study fixed points of the corresponding Poincare and reduced Poincare maps. bottleneck are (regular) perturbations. x ǫ

Four different attractors.: ǫ I II ǫ = trivial POM x Hopf periodic solution ǫ > POM x ǫ quasi-pom i.e. here POM s are typically perturbed quasistationary solutions quasi-pom s are perturbed (Hopf) periodic solutions

Invariant curves:.8.8 velocity v(ρ).6.4 velocity v(ρ).6.4.2.2.5.5 2 2.5 headway /ρ.5.5 2 2.5 headway /ρ Two closed invariant curves (ǫ = and ǫ > ) of the reduced Poincaré map π. On the left also the optimal velocity function V is given in gray.

The 4 different scenarios:.9.9.8.8.7.7.6.6 v.5 v.5.4.4.3.3.2.2.. 2 4 6 8 2 4 6 x mod L L x L.9.9.8.8.7.7.6.6 v.5 v.5.4.4.3.3.2.2.. 2 4 6 8 2 4 6 x mod L L x L above: no bottleneck, below: with bottleneck

Macroscopic view of the 4 different scenarios: 2 2 6 6 5.5 5.5 5 5 4.5 8 4.5 8 6 3.5 4 t t 4 6 3.5 3 4 3 4 2.5 2.5 2 2 2 2.5.5 5 5 2 4 x mod L 2 6 x mod L 8 2 2 6 6 5.5 5.5 5 5 4.5 8 4.5 8 6 3.5 4 t t 4 6 3.5 3 4 2.5 3 4 2.5 2 2.5 2 2.5 5 x mod L 5 2 4 6 x mod L 8 2 above: no bottleneck, below: with bottleneck

From micro to macro (for simplicity without bottleneck) We start with Bando: x j ẍ j (t) = { ( V xj+ (t) x j (t) ) ẋ j (t) }, j =,...,N, x N+ = x +L τ ( ) xj+ (t)+x density: ρ j (t) 2,t = x j+ (t) x j (t) equilibrium velocity function: V e (ρ( x j++x j 2,t)) = V(x j+ x j ) asymptotics: small parameters (l, L are micro and macro lenght): ǫ = l L, τ position and velocity: x x j (t), zeroth order (in ǫ,τ): ρ t +(ρv e (ρ)) x = v(x,t) v j (t) = x j (t)

zeroth order (in ǫ) : ρ t +(ρv) x = (ρv) t + ( ρv 2) x = τ ρ(v e(ρ) v) first order (in ǫ) : (see also Aw, Rascle, Klar, Materne 3) ρ t +(ρv) x = ( (ρv) t + ρv 2 ǫ ) 2τ V e(ρ) = τ ρ(v e(ρ) v) x Question: are the Hopf periodic solutions in the microscopic world (appearing as traveling waves in the macroscopic presentation) traveling waves of macroscopic equations (scalar or system)? (see Greenberg,4, see Aw, Rascle, Klar, Materne 3, see Flynn, Kasimov, Nave, Rosales, Seibold 9)

Fundamental diagrams I: ρ v(ρ).9.8.7.6.5.4.3.2. 2 3 4 5 6 7 ρ ρ v(ρ).9.8.7.6.5.4.3.2.5.5 2 2.5 3 ρ velocity v(ρ).9.8.7.6.5.4.3.2. 2 3 4 5 headway /ρ Overlapped fundamental diagrams for N =,L = 5,...,4 measuring at a fixed point.

Fundamental diagrams II: ρ v(ρ).65.6.55.5.45.4.35.3.25.2 ρ v(ρ).6.58.56.54.52.5.5.5 2 2.5 N/L.48.6.65.7.75.8 N/L Fundamental diagram of time-averaged flow versus average density for N =,L = 5...4.

Fundamental diagrams III (with bottleneck):.9.8.7 traffic flow ρ i v i.6.5.4.3.2.5.5 2 2.5 3 density ρ i Overlapped fundamental diagrams for N =, L = 5,...,4, ǫ =. measuring at a fixed point.

How to open the ring road (B. Werner) (for simplicity without bottleneck) We start with Bando: x j ẍ j (t) = τ { V ( xj+ (t) x j (t) ) ẋ j (t) }, j =,...,N, x = x (t) is given the parameter L is somehow substituted by ẋ one can show easily: ẋ = const is an asymptotically stable solution of that system BUT: if N, the notion of stability has to be clarified! In fact: we encounter moving instabilities, i.e. the behaviour of every single car is stable, but there are perturbations which move backwards and increase! And there seems to be a bifurcation (similar to the ring road) separating the moving waves into stable and unstable ones.

Current and future work How to open the cicular road in the microscopic world? Is this dynamics contained in a macroscopic models? There is a time periodicity in the macroscopic pictures!

References I. Gasser, B. Werner: Dynamical phenomena induced by bottleneck, Philosophical Transactions of the Royal Society A, vol. 368 (928), 4543-4562 (2). (Special Issue Highway Traffic - Dynamics and Control). I. Gasser, T. Seidel, B. Werner: Microscopic car-following models revisited: from road works to fundamental diagrams, SIAM J. Appl. Dyn. Sys., vol. 8, 35-323 (29). I. Gasser, T. Seidel, G. Sirito, B. Werner: Bifurcation Analysis of a class of Car-Following Traffic Models II: Variable Reaction Times and Aggressive Drivers, Bulletin of Institute of Mathematics, Academia Sinica, New Series, vol. 2 (2), 587-67 (27). I. Gasser, G. Sirito, B. Werner: Bifurcation analysis of a class of carfollowing traffic models, Physica D, vol. 97 (3-4), 222-24 (24). I. Gasser: On Non-Entropy Solutions of Scalar Conservation Laws for Traffic Flow, Zeitschr. f. Angew. Math. Mech. ZAMM, vol. 83 (2), 37-43 (23).