Traffic models on a network of roads
|
|
- Lenard Ira Roberts
- 5 years ago
- Views:
Transcription
1 Traic models on a network o roads Alberto Bressan Department o Mathematics, Penn State University bressan@math.psu.edu Center or Interdisciplinary Mathematics Alberto Bressan (Penn State) Traic low on Networks 1 / 23
2 A PDE model or traic low ρ = traic density (= number o cars per unit length) v = velocity o cars (is a decreasing unction o the traic density ρ) v v v( ρ) = velocity ( ρ) = ρv( ρ ) = lux 0 ρ jam ρ 0 ρ ρ jam lux: (t, x) = [number o cars crossing the point x per unit time] = [density] [velocity] = ρ(t, x) v(ρ(t, x)) Alberto Bressan (Penn State) Traic low on Networks 2 / 23 x
3 A conservation law or the traic density ρ = density o cars a b x d dt b a ρ(t, x) dx = b a ρ t (t, x) dx = (ρ(t, a)) (ρ(t, b)) = b a b a [ ] (ρ(t, x)) dx x {ρ t + (ρ) x } dx = 0 or every a < b = ρ t + (ρ) x = 0 Alberto Bressan (Penn State) Traic low on Networks 3 / 23
4 The LWR model Lighthill & Witham (1955), Richards (1956) ρ t + (ρ) x = 0 conservation law ρ(0, x) = ρ(x) initial data ρ = density o cars (ρ) = ρ v(ρ) = lux Alberto Bressan (Penn State) Traic low on Networks 4 / 23
5 Modeling traic low at a junction incoming roads: i I outgoing roads: j O j i Boundary conditions should relate the boundary densities depending on ρ i (t, 0 ) i I, ρ j (t, 0+) j O c i = relative priority o drivers rom road i (raction o time drivers rom road i get green light, on average) θ ij = raction o drivers rom road i that turn into road j θ ij = 1 j Alberto Bressan (Penn State) Traic low on Networks 5 / 23
6 Construction o a Riemann Solver (Coclite, Garavello, Piccoli... ) Basic approach: give a rule on how each Riemann problem should be solved i.e.: describe the solution in case where the initial data is constant on each road. j i Motivation: Every solution can be obtained as limit o piecewise constant approximations, by the wave-ront tracking algorithm C. Daermos, Polygonal approximations o solutions o the initial value problem or a conservation law, J. Math. Anal. Appl. 38 (1972), A. Bressan, Global solutions o systems o conservation laws by wave-ront tracking, J. Math. Anal. Appl. 170 (1992), Alberto Bressan (Penn State) Traic low on Networks 6 / 23
7 Step 1: determining the imum possible luxes Given: initial densities, constant on each road { ρi i I, ρ j j O Determine: i = imum lux that can exit rom the incoming road i, i I j = imum lux that can enter into the outgoing road j, j O ρ 1 ρ ρ 3 ρ Alberto Bressan (Penn State) Traic low on Networks 7 / 23
8 Step 2: the easible region Ω Ω On incoming roads one has the constraints 0 i i Moreover, outgoing roads impose the constraints i θ ij j i I i I j O Ω = set o incoming luxes satisying all constraints Riemann solver rule or selecting a point in the easible region Ω Alberto Bressan (Penn State) Traic low on Networks 8 / 23
9 Example: the Riemann solver generated by a stop sign STOP 3 0 Ω Cars coming rom road 2 have a STOP sign Alberto Bressan (Penn State) Traic low on Networks 9 / 23
10 Continuity o the Riemann Solver Example o a selection rule: imize the total lux i I i I the turning preerences θ ij remain constant, the luxes i depend Lipschitz continuously on the Riemann data ρ 1,..., ρ N. 2 Ω 0 1 The Riemann solver is discontinuous w.r.t. changes in the θ ij 2 2 Ω Ω Alberto Bressan (Penn State) Traic low on Networks 10 / 23
11 Why should the θ ij vary in time? Drivers turning preerences θ ij must be determined as part o the solution 2 1 A 3 B 4 5 # o vehicles on road i that wish to turn into road j is conserved: (ρθ ij ) t + (ρv i (ρ)θ ij ) x = 0 Alberto Bressan (Penn State) Traic low on Networks 11 / 23
12 Continuous Riemann Solvers (A.B. - F.Yu, Discr. Cont. Dyn. Syst., 2015) 2 _ Ω 0 1 The selection rule: imize i I i yields a Riemann solver which is Hölder continuous w.r.t. all variables (ρ i, θ ij ) i I, j O ( i ) i I One can also construct a Riemann solver which is Lipschitz continuous w.r.t. all variables Unortunately all this is useless, because i the θ ij are allowed to vary the Cauchy problem is ill posed anyway For some initial data one can ind two distinct solutions! Alberto Bressan (Penn State) Traic low on Networks 12 / 23
13 An intersection model with buer (A.B. - K.Nguyen, 2015) q 4 q 5 5 the intersection contains a buer with imum capacity M (a traic circle) t q j (t) = queues in ront o outgoing roads j O, within the buer incoming drivers are admitted to the intersection at a rate proportional to the empty space remaining the buer: M j q j drivers already inside the intersection low out to the road o their choice at the astest possible rate Alberto Bressan (Penn State) Traic low on Networks 13 / 23
14 Well-posedness o the Cauchy problem with buers Theorem (A.B.- K.Nguyen, Netw. Heter. Media 10 (2015), ). Consider an intersection modeled by (SBJ). For any L initial data ρ(0, x) = ρ k (x), θ ij (0, x) = θ ij, q j (0) = q j, the Cauchy problem has a unique entropy admissible solution, deined or all t 0. Moreover, the travel times depend continuously on the initial data, in the topology o weak convergence. ρ n k(x) ρ k ρ n i θ n ij ρ i θij, q n j q j Proo relies on: variational ormulation + ixed point argument Alberto Bressan (Penn State) Traic low on Networks 14 / 23
15 ρ 1 ρ 2 q 4 q 5 ρ 3 ρ 4 ρ 5 Lax ormula (q, q ) 4 5 length o queues boundary values (V, V, V, V, V ) (q, q ) ρ = V k k,x traic densities I the queue sizes q j (t) within the buer are known, then the PDEs or the densities ρ k, can be independently solved along each incoming and outgoing road. Conversely, i these value unctions V k are known, then the queue sizes q j can be determined by balancing the boundary luxes o all incoming and outgoing roads The solution o the Cauchy problem is obtained as the unique ixed point o a contractive transormation The present model accounts or backward propagation o queues along roads leading to a crowded intersection, it achieves well-posedness or general L data, and continuity o travel time w.r.t. weak convergence Alberto Bressan (Penn State) Traic low on Networks 15 / 23
16 The limit Riemann Solver or buer o vanishing size Theorem (A.B., A.Nordli, Netw. Heter. Media, to appear). Letting the size o the buer M 0 one obtains a Riemann Solver which is Lipschitz continuous w.r.t. all variables ρ i, θ ij 2 c 2 γ 2 γ 2 Ω γ _ c s γ(s) = ( 1 (s),..., m (s)), Then the incoming luxes are i { where: s = = i ( s) s 0 ; i (s) θ ij i (s). = min{c i s, i } j or all j O i I Alberto Bressan (Penn State) Traic low on Networks 16 / 23 }
17 Traic jams Traic jams occur not because o subtle properties o the mathematical equations, but simply because too many people choose to drive on the same road at the same time One should study traic low rom the point o view o optimal decision problems Alberto Bressan (Penn State) Traic low on Networks 17 / 23
18 Optimization Problems or Traic Flow on a Network n groups o drivers with dierent origins and destinations, and dierent costs Drivers in the k-th group depart rom A d(k) and arrive to A a(k) can use dierent paths Γ 1, Γ 2,... to reach destination Departure cost: ϕ k (t) arrival cost: ψ k (t) A d(k) Aa(k) Alberto Bressan (Penn State) Traic low on Networks 18 / 23
19 Basic assumptions (A1) The lux unctions ρ i (ρ) = ρ v(ρ) are all strictly concave down. i (0) = i (ρ jam i ) = 0, i < 0. (A2) For each group o drivers k = 1,..., N, the cost unctions ϕ k, ψ k satisy ( ) ϕ k < 0, ψ k, ψ k < 0, lim ϕ k (t) + ψ k (t) = + t (ρ) ϕ(t) ψ(t) 0 ρ ρ jam ρ t Alberto Bressan (Penn State) Traic low on Networks 19 / 23
20 Optima and Equilibria Choose optimally: the departure times the routes to destinations u k,p (t) = rate o departures o drivers o the k-th group, choosing path p to reach destination An admissible amily {ū k,p } o departure rates is globally optimal i it minimizes the sum o the total costs o all drivers. J(ū) = ( ϕ k (t) + ψ k (τ p (t))) ū k,p (t) dt k,p An admissible amily {ū k,p } o departure rates is a Nash equilibrium i no driver o any group can lower his own total cost by changing departure time or choosing a dierent path to reach destination. Alberto Bressan (Penn State) Traic low on Networks 20 / 23
21 Existence results Theorem (A.B.- K.Nguyen, Netw. Heter. Media 10 (2015), ). Under the assumptions (A1)-(A2), on a general network o roads, there exists at least one globally optimal solution. In addition, i the travel time admits a uniorm upper bound, then a Nash equilibrium solution exists. Proo is achieved by inite dimensional approximations + a topological argument (relying on the continuity o the travel time w.r.t. weak convergence o the departure rates) Alberto Bressan (Penn State) Traic low on Networks 21 / 23
22 Can traic get completely stuck? A A B C C A B B C Assume: at each node, equal numbers o cars are allowed to enter rom the two incoming roads. Then: or every two cars entering, only one exits the triangle o roads ABC at any time t, [# o cars that has reached destination] [# o cars inside the triangle ABC] only initely many cars can reach destination. All the others are stuck orever. Alberto Bressan (Penn State) Traic low on Networks 22 / 23
23 Further directions Necessary conditions or global optimality Models with partial inormation Dynamic stability o Nash equilibria Optimal control o luxes at intersections (to prevent stuck traic, or improve the overall traic pattern) Alberto Bressan (Penn State) Traic low on Networks 23 / 23
Intersection Models and Nash Equilibria for Traffic Flow on Networks
Intersection Models and Nash Equilibria for Traffic Flow on Networks Alberto Bressan Department of Mathematics, Penn State University bressan@math.psu.edu (Los Angeles, November 2015) Alberto Bressan (Penn
More informationConservation laws and some applications to traffic flows
Conservation laws and some applications to traffic flows Khai T. Nguyen Department of Mathematics, Penn State University ktn2@psu.edu 46th Annual John H. Barrett Memorial Lectures May 16 18, 2016 Khai
More informationThe Riemann Solver for Traffic Flow at an Intersection with Buffer of Vanishing Size
The Riemann Solver for Traffic Flow at an Intersection with Buffer of Vanishing Size Alberto Bressan ( ) and Anders Nordli ( ) (*) Department of Mathematics, Penn State University, University Par, Pa 16802,
More informationOptima and Equilibria for Traffic Flow on Networks with Backward Propagating Queues
Optima and Equilibria for Traffic Flow on Networks with Backward Propagating Queues Alberto Bressan and Khai T Nguyen Department of Mathematics, Penn State University University Park, PA 16802, USA e-mails:
More informationThe LWR model on a network
Mathematical Models of Traffic Flow (October 28 November 1, 2007) Mauro Garavello Benedetto Piccoli DiSTA I.A.C. Università del Piemonte Orientale C.N.R. Via Bellini, 25/G Viale del Policlinico, 137 15100
More informationA model for a network of conveyor belts with discontinuous speed and capacity
A model for a network of conveyor belts with discontinuous speed and capacity Adriano FESTA Seminario di Modellistica differenziale Numerica - 6.03.2018 work in collaboration with M. Pfirsching, S. Goettlich
More informationCoupling conditions for transport problems on networks governed by conservation laws
Coupling conditions for transport problems on networks governed by conservation laws Michael Herty IPAM, LA, April 2009 (RWTH 2009) Transport Eq s on Networks 1 / 41 Outline of the Talk Scope: Boundary
More informationA MACROSCOPIC TRAFFIC MODEL FOR ROAD NETWORKS WITH A REPRESENTATION OF THE CAPACITY DROP PHENOMENON AT THE JUNCTIONS
A MACROSCOPIC TRAFFIC MODEL FOR ROAD NETWORKS WITH A REPRESENTATION OF THE CAPACITY DROP PHENOMENON AT THE JUNCTIONS B. Haut G. Bastin Y. Chitour Aspirant FNRS, haut@auto.ucl.ac.be, Centre for Systems
More informationTraffic flow on networks: conservation laws models. Benedetto Piccoli I.A.C. C.N.R. Rome
Traffic flow on networks: conservation laws models Benedetto Piccoli I.A.C. C.N.R. Rome Conservation laws on networks u t + f(u) x=0 Dynamics at nodes? 1. The only conservation at nodes does not determine
More informationM. HERTY, CH. JÖRRES, AND B. PICCOLI
EXISTENCE OF SOLUTION TO SUPPLY CHAIN MODELS BASED ON PARTIAL DIFFERENTIAL EQUATION WITH DISCONTINUOUS FLUX FUNCTION M. HERTY, CH. JÖRRES, AND B. PICCOLI Abstract. We consider a recently [2] proposed model
More informationScalar conservation laws with moving density constraints arising in traffic flow modeling
Scalar conservation laws with moving density constraints arising in traffic flow modeling Maria Laura Delle Monache Email: maria-laura.delle monache@inria.fr. Joint work with Paola Goatin 14th International
More informationResearch Article Splitting of Traffic Flows to Control Congestion in Special Events
International Journal of Mathematics and Mathematical Sciences Volume 0, Article ID 567, 8 pages doi:0.550567 Research Article Splitting of Traffic Flows to Control Congestion in Special Events Ciro D
More informationHyperbolic Systems of Conservation Laws. in One Space Dimension. II - Solutions to the Cauchy problem. Alberto Bressan
Hyperbolic Systems of Conservation Laws in One Space Dimension II - Solutions to the Cauchy problem Alberto Bressan Department of Mathematics, Penn State University http://www.math.psu.edu/bressan/ 1 Global
More informationA Very Brief Introduction to Conservation Laws
A Very Brief Introduction to Wen Shen Department of Mathematics, Penn State University Summer REU Tutorial, May 2013 Summer REU Tutorial, May 2013 1 / The derivation of conservation laws A conservation
More informationHyperbolic Systems of Conservation Laws. in One Space Dimension. I - Basic concepts. Alberto Bressan. Department of Mathematics, Penn State University
Hyperbolic Systems of Conservation Laws in One Space Dimension I - Basic concepts Alberto Bressan Department of Mathematics, Penn State University http://www.math.psu.edu/bressan/ 1 The Scalar Conservation
More informationOptima and Equilibria for Traffic Flow on a Network
Opima and Equilibria for Traffic Flow on a Nework Albero Bressan Deparmen of Mahemaics, Penn Sae Universiy bressan@mah.psu.edu Albero Bressan (Penn Sae) Opima and equilibria for raffic flow 1 / 1 A Traffic
More informationarxiv: v1 [physics.soc-ph] 1 Aug 2017
OFF-RAMP COUPLING CONDITIONS DEVOID OF SPURIOUS BLOCKING AND RE-ROUTING NAJMEH SALEHI, JULIA SOMERS, AND BENJAMIN SEIBOLD arxiv:1708.00529v1 [physics.soc-ph] 1 Aug 2017 Abstract. When modeling vehicular
More informationContinuum Modelling of Traffic Flow
Continuum Modelling of Traffic Flow Christopher Lustri June 16, 2010 1 Introduction We wish to consider the problem of modelling flow of vehicles within a traffic network. In the past, stochastic traffic
More informationHyperbolic Systems of Conservation Laws
Hyperbolic Systems of Conservation Laws III - Uniqueness and continuous dependence and viscous approximations Alberto Bressan Mathematics Department, Penn State University http://www.math.psu.edu/bressan/
More informationDynamic Blocking Problems for Models of Fire Propagation
Dynamic Blocking Problems for Models of Fire Propagation Alberto Bressan Department of Mathematics, Penn State University bressan@math.psu.edu Alberto Bressan (Penn State) Dynamic Blocking Problems 1 /
More informationL 1 stability of conservation laws for a traffic flow model
Electronic Journal of Differential Equations, Vol. 2001(2001), No. 14, pp. 1 18. ISSN: 1072-6691. URL: http://ejde.math.swt.edu or http://ejde.math.unt.edu ftp ejde.math.swt.edu ftp ejde.math.unt.edu (login:
More informationOn fluido-dynamic models for urban traffic
On fluido-dynamic models for urban traffic Mauro Garavello Dipartimento di Scienze e Tecnologie Avanzate, Università del Piemonte Orientale A. Avogadro, via Bellini 25/G, 15100 Alessandria (Italy). Benedetto
More informationSOURCE-DESTINATION FLOW ON A ROAD NETWORK
COMM. MATH. SCI. Vol. 3, No. 3, pp. 261 283 c 2005 International Press SOURCE-DESTINATION FLOW ON A ROAD NETWORK MAURO GARAVELLO AND BENEDETTO PICCOLI Abstract. We construct a model of traffic flow with
More informationarxiv: v2 [math.na] 11 Jul 2014
Runge-Kutta Discontinuous Galerkin Method for Traffic Flow Model on Networks Suncica Canic 1, Benedetto Piccoli, Jing-Mei Qiu 3, Tan Ren 4 arxiv:1403.3750v [math.na] 11 Jul 014 Abstract. We propose a bound-preserving
More informationXIV Contents 2.8 A multipopulation model The case n = A multicl
Contents 1 Introduction............................................... 1 1.1 Review of some traffic flow models......................... 2 1.1.1 Non-physical queue models......................... 2 1.1.2
More informationPiecewise Smooth Solutions to the Burgers-Hilbert Equation
Piecewise Smooth Solutions to the Burgers-Hilbert Equation Alberto Bressan and Tianyou Zhang Department of Mathematics, Penn State University, University Park, Pa 68, USA e-mails: bressan@mathpsuedu, zhang
More informationAlberto Bressan. Department of Mathematics, Penn State University
Non-cooperative Differential Games A Homotopy Approach Alberto Bressan Department of Mathematics, Penn State University 1 Differential Games d dt x(t) = G(x(t), u 1(t), u 2 (t)), x(0) = y, u i (t) U i
More informationSTABILITY ESTIMATES FOR SCALAR CONSERVATION LAWS WITH MOVING FLUX CONSTRAINTS. Maria Laura Delle Monache. Paola Goatin
Manuscript submitted to AIMS Journals Volume X, Number 0X, XX 200X doi:10.3934/xx.xx.xx.xx pp. X XX STABILITY ESTIMATES FO SCALA CONSEVATION LAWS WITH MOVING FLUX CONSTAINTS Maria Laura Delle Monache Department
More informationOptimization based control of networks of discretized PDEs: application to traffic engineering
Optimization based control of networks of discretized PDEs: application to traffic engineering Paola Goatin (Inria), Nikolaos Bekiaris-Liberis (UC Berkeley) Maria Laura Delle Monache (Inria), Jack Reilly
More informationOptima and Equilibria for a Model of Traffic Flow
Optima and Equilibria for a Model of raffic Flow Alberto Bressan and Ke Han Department of Mathematics, Penn State University University Park, Pa 16802, USA e-mails: bressan@mathpsuedu, kxh323@psuedu July
More informationVARIATIONAL ANALYSIS OF NASH EQUILIBRIA FOR A MODEL OF TRAFFIC FLOW
QUARTERLY OF APPLIED MATHEMATICS VOLUME LXX, NUMBER 3 SEPTEMBER 2012, PAGES 495 515 S 0033-569X(2012)01304-9 Article electronically published on May 2, 2012 VARIATIONAL ANALYSIS OF NASH EQUILIBRIA FOR
More informationMathematical Modelling of Traffic Flow at Bottlenecks
Mathematical Modelling of Traffic Flow at Bottlenecks Cathleen Perlman Centre for Mathematical Sciences Lund Institute of Technology Advisor: Stefan Diehl June 10, 2008 Abstract This master s thesis gives
More informationNumerical Approximations of a Traffic Flow Model on Networks
Numerical Approximations of a Traffic Flow Model on Networks Gabriella Bretti, Roberto Natalini, Benedetto Piccoli Abstract We consider a mathematical model for fluid-dynamic flows on networks which is
More informationOn the Front-Tracking Algorithm
JOURNAL OF MATHEMATICAL ANALYSIS AND APPLICATIONS 7, 395404 998 ARTICLE NO. AY97575 On the Front-Tracking Algorithm Paolo Baiti S.I.S.S.A., Via Beirut 4, Trieste 3404, Italy and Helge Kristian Jenssen
More informationThe flux f(ρ) is given by v ρ where v is the average speed of packets among nodes, derived considering the amount of packets that may be lost.
A FLUID DYNAMIC MODEL FOR TELECOMMUNICATION NETWORKS WITH SOURCES AND DESTINATIONS CIRO D APICE, ROSANNA MANZO AND BENEDETTO PICCOLI Abstract. This paper proposes a macroscopic fluid dynamic model dealing
More informationLecture Notes on Hyperbolic Conservation Laws
Lecture Notes on Hyperbolic Conservation Laws Alberto Bressan Department of Mathematics, Penn State University, University Park, Pa. 16802, USA. bressan@math.psu.edu May 21, 2009 Abstract These notes provide
More informationSIMULATION OF A FLOW THROUGH A RIGID POROUS MEDIUM SUBJECTED TO A CONSTRAINT
SIMULATION O A LOW THROUGH A RIGID POROUS MEDIUM SUBJECTED TO A CONSTRAINT R. M. Saldanha da Gama a, J. J. Pedrosa ilho a, and M. L. Martins-Costa b a Universidade do Estado do Rio de Janeiro Departamento
More informationDelay bounds (Simon S. Lam) 1
1 Pacet Scheduling: End-to-End E d Delay Bounds Delay bounds (Simon S. Lam) 1 2 Reerences Delay Guarantee o Virtual Cloc server Georey G. Xie and Simon S. Lam, Delay Guarantee o Virtual Cloc Server, IEEE/ACM
More informationMULTI CLASS TRAFFIC MODELS ON ROAD NETWORKS
COMM. MATH. SCI. Vol. 4, No. 3, pp. 59 68 c 26 International Press MULTI CLASS TRAFFIC MODELS ON ROAD NETWORKS M. HERTY, C. KIRCHNER, AND S. MOUTARI Abstract. We consider a multi class (resp. source destination)
More informationOn the Flow-level Dynamics of a Packet-switched Network
On the Flow-level Dynamics o a Packet-switched Network Ciamac C. Moallemi and Devavrat Shah Abstract: The packet is the undamental unit o transportation in modern communication networks such as the Internet.
More informationVariational Analysis of Nash Equilibria for a Model of Traffic Flow
Variational Analysis of Nash Equilibria for a Model of Traffic Flow Alberto Bressan ( ), Chen Jie Liu ( ), Wen Shen ( ), and Fang Yu ( ) ( ) Department of Mathematics, Penn State University University
More informationOutline. 3. Implementation. 1. Introduction. 2. Algorithm
Outline 1. Introduction 2. Algorithm 3. Implementation What s Dynamic Traffic Assignment? Dynamic traffic assignment is aimed at allocating traffic flow to every path and making their travel time minimized
More informationExistence, stability, and mitigation of gridlock in beltway networks
Existence, stability, and mitigation of gridlock in beltway networks Wen-Long Jin a, a Department of Civil and Environmental Engineering, 4000 Anteater Instruction and Research Bldg, University of California,
More informationFlows on networks: recent results and perspectives
Flows on networks: recent results and perspectives A. Bressan, S. Čanić, M. Garavello, M. Herty and B. Piccoli December 6, 2013 Abstract The broad research thematic of flows on networks was addressed in
More informationExtremal Solutions of Differential Inclusions via Baire Category: a Dual Approach
Extremal Solutions of Differential Inclusions via Baire Category: a Dual Approach Alberto Bressan Department of Mathematics, Penn State University University Park, Pa 1682, USA e-mail: bressan@mathpsuedu
More informationThe Aw-Rascle traffic flow model with phase transitions
The traffic flow model with phase transitions Paola Goatin Laboratoire d Analyse Non linéaire Appliquée et Modélisation I.S.I.T.V., Université du Sud Toulon - Var B.P. 56, 83162 La Valette du Var Cedex,
More informationResearch Article Optimal Paths on Urban Networks Using Travelling Times Prevision
Modelling and Simulation in Engineering Volume 212, Article ID 564168, 9 pages doi:1.1155/212/564168 Research Article Optimal Paths on Urban Networks Using Travelling Times Prevision Alfredo Cutolo, Carmine
More informationAsymptotic traffic dynamics arising in diverge-merge networks with two intermediate links
Asymptotic traffic dynamics arising in diverge-merge networks with two intermediate links Wen-Long Jin March 25, 2008 Abstract Basic road network components, such as merging and diverging junctions, contribute
More informationThe traffic statics problem in a road network
The traffic statics problem in a road network Wen-Long Jin June 11, 2012 Abstract In this study we define and solve the traffic statics problem in an open diverge-merge network based on a multi-commodity
More informationA GENERAL PHASE TRANSITION MODEL FOR VEHICULAR TRAFFIC
A GENEAL PHASE TANSITION MODEL FO VEHICULA TAFFIC S. BLANDIN, D. WOK, P. GOATIN, B. PICCOLI, AND A. BAYEN Abstract. An extension of the Colombo phase transition model is proposed. The congestion phase
More informationCEE518 ITS Guest Lecture ITS and Traffic Flow Fundamentals
EE518 ITS Guest Lecture ITS and Traic Flow Fundamentals Daiheng Ni Department o ivil and Environmental Engineering University o Massachusetts mherst The main objective o these two lectures is to establish
More informationarxiv: v1 [math.ap] 22 Sep 2017
Global Riemann Solvers for Several 3 3 Systems of Conservation Laws with Degeneracies arxiv:1709.07675v1 [math.ap] 22 Sep 2017 Wen Shen Mathematics Department, Pennsylvania State University, University
More informationOn finite time BV blow-up for the p-system
On finite time BV blow-up for the p-system Alberto Bressan ( ), Geng Chen ( ), and Qingtian Zhang ( ) (*) Department of Mathematics, Penn State University, (**) Department of Mathematics, University of
More informationThe Scalar Conservation Law
The Scalar Conservation Law t + f() = 0 = conserved qantity, f() =fl d dt Z b a (t, ) d = Z b a t (t, ) d = Z b a f (t, ) d = f (t, a) f (t, b) = [inflow at a] [otflow at b] f((a)) f((b)) a b Alberto Bressan
More informationRadon measure solutions for scalar. conservation laws. A. Terracina. A.Terracina La Sapienza, Università di Roma 06/09/2017
Radon measure A.Terracina La Sapienza, Università di Roma 06/09/2017 Collaboration Michiel Bertsch Flavia Smarrazzo Alberto Tesei Introduction Consider the following Cauchy problem { ut + ϕ(u) x = 0 in
More informationThe 2-d isentropic compressible Euler equations may have infinitely many solutions which conserve energy
The -d isentropic compressible Euler equations may have infinitely many solutions which conserve energy Simon Markfelder Christian Klingenberg September 15, 017 Dept. of Mathematics, Würzburg University,
More informationLogarithm of a Function, a Well-Posed Inverse Problem
American Journal o Computational Mathematics, 4, 4, -5 Published Online February 4 (http://www.scirp.org/journal/ajcm http://dx.doi.org/.436/ajcm.4.4 Logarithm o a Function, a Well-Posed Inverse Problem
More informationTraffic Flow Problems
Traffic Flow Problems Nicodemus Banagaaya Supervisor : Dr. J.H.M. ten Thije Boonkkamp October 15, 2009 Outline Introduction Mathematical model derivation Godunov Scheme for the Greenberg Traffic model.
More information1 Relative degree and local normal forms
THE ZERO DYNAMICS OF A NONLINEAR SYSTEM 1 Relative degree and local normal orms The purpose o this Section is to show how single-input single-output nonlinear systems can be locally given, by means o a
More informationInstability of Finite Difference Schemes for Hyperbolic Conservation Laws
Instability of Finite Difference Schemes for Hyperbolic Conservation Laws Alberto Bressan ( ), Paolo Baiti ( ) and Helge Kristian Jenssen ( ) ( ) Department of Mathematics, Penn State University, University
More informationWeb Appendix for The Value of Switching Costs
Web Appendix or The Value o Switching Costs Gary Biglaiser University o North Carolina, Chapel Hill Jacques Crémer Toulouse School o Economics (GREMAQ, CNRS and IDEI) Gergely Dobos Gazdasági Versenyhivatal
More informationGlobal Weak Solution of Planetary Geostrophic Equations with Inviscid Geostrophic Balance
Global Weak Solution o Planetary Geostrophic Equations with Inviscid Geostrophic Balance Jian-Guo Liu 1, Roger Samelson 2, Cheng Wang 3 Communicated by R. Temam) Abstract. A reormulation o the planetary
More informationTeam #4094. Round and Round We Go. February 9, 2009
Team #4094 Round and Round We Go February 9, 2009 Abstract The study of traffic flow and control has been a fruitful area of mathematical research for decades. Here we attempt to analyze and model the
More informationNON-AUTONOMOUS INHOMOGENEOUS BOUNDARY CAUCHY PROBLEMS AND RETARDED EQUATIONS. M. Filali and M. Moussi
Electronic Journal: Southwest Journal o Pure and Applied Mathematics Internet: http://rattler.cameron.edu/swjpam.html ISSN 83-464 Issue 2, December, 23, pp. 26 35. Submitted: December 24, 22. Published:
More informationStability of Feedback Solutions for Infinite Horizon Noncooperative Differential Games
Stability of Feedback Solutions for Infinite Horizon Noncooperative Differential Games Alberto Bressan ) and Khai T. Nguyen ) *) Department of Mathematics, Penn State University **) Department of Mathematics,
More informationRecent Trends in Differential Inclusions
Recent Trends in Alberto Bressan Department of Mathematics, Penn State University (Aveiro, June 2016) (Aveiro, June 2016) 1 / Two main topics ẋ F (x) differential inclusions with upper semicontinuous,
More informationOn a Lyapunov Functional Relating Shortening Curves and Viscous Conservation Laws
On a Lyapunov Functional Relating Shortening Curves and Viscous Conservation Laws Stefano Bianchini and Alberto Bressan S.I.S.S.A., Via Beirut 4, Trieste 34014 Italy. E-mail addresses: bianchin@mis.mpg.de,
More informationOn Asymptotic Variational Wave Equations
On Asymptotic Variational Wave Equations Alberto Bressan 1, Ping Zhang 2, and Yuxi Zheng 1 1 Department of Mathematics, Penn State University, PA 1682. E-mail: bressan@math.psu.edu; yzheng@math.psu.edu
More informationSupply chains models
Supply chains models Maria Ivanova Technische Universität München, Department of Mathematics, Haupt Seminar 2016 Garching, Germany July 3, 2016 Overview Introduction What is Supply chain? Traffic flow
More informationAnswers to Problem Set Number 02 for MIT (Spring 2008)
Answers to Problem Set Number 02 for 18.311 MIT (Spring 2008) Rodolfo R. Rosales (MIT, Math. Dept., room 2-337, Cambridge, MA 02139). March 10, 2008. Course TA: Timothy Nguyen, MIT, Dept. of Mathematics,
More informationNumerical Simulation of Traffic Flow via Fluid Dynamics Approach
International Journal of Computing and Optimization Vol. 3, 2016, no. 1, 93-104 HIKARI Ltd, www.m-hikari.com http://dx.doi.org/10.12988/ijco.2016.6613 Numerical Simulation of Traffic Flow via Fluid Dynamics
More informationEXISTENCE OF ISOPERIMETRIC SETS WITH DENSITIES CONVERGING FROM BELOW ON R N. 1. Introduction
EXISTECE OF ISOPERIMETRIC SETS WITH DESITIES COVERGIG FROM BELOW O R GUIDO DE PHILIPPIS, GIOVAI FRAZIA, AD ALDO PRATELLI Abstract. In this paper, we consider the isoperimetric problem in the space R with
More informationIntegration of Information Patterns in the Modeling and Design of Mobility Management Services
Integration of Information Patterns in the Modeling and Design of Mobility Management Services Alexander Keimer, Nicolas Laurent-Brouty, Farhad Farokhi, Hippolyte Signargout, Vladimir Cvetkovic, Alexandre
More informationOn the Cauchy Problems for Polymer Flooding with Gravitation
On the Cauchy Problems for Polymer Flooding with Gravitation Wen Shen Mathematics Department, Penn State University Abstract We study two systems of conservation laws for polymer flooding in secondary
More informationPedestrian traffic models
December 1, 2014 Table of contents 1 2 3 to Pedestrian Dynamics Pedestrian dynamics two-dimensional nature should take into account interactions with other individuals that might cross walking path interactions
More informationOn the distribution schemes for determining flows through a merge
On the distribution schemes for determining flows through a merge W. L. Jin and H. M. Zhang April 11, 2002 Abstract: In this paper, we study various distribution schemes for determining flows through a
More informationProblemi numerici per il flusso di traffico su reti
Problemi numerici per il flusso di traffico su reti Benedetto Piccoli Istituto per le Applicazioni del Calcolo Mauro Picone Consiglio Nazionale delle Ricerche Roma Joint work with G. Bretti, M. Caramia,
More informationHyperbolic Systems of Conservation Laws. I - Basic Concepts
Hyperbolic Systems of Conservation Laws I - Basic Concepts Alberto Bressan Mathematics Department, Penn State University Alberto Bressan (Penn State) Hyperbolic Systems of Conservation Laws 1 / 27 The
More informationarxiv: v1 [math.ap] 26 May 2016
A macroscopic traic model with phase transitions and local point constraints on the low Benyahia Mohamed a,, Massimiliano D. Rosini b a Gran Sasso Science Institute Viale F. Crispi 7, 67100 L Aquila, Italy
More informationNumerical explorations of a forward-backward diffusion equation
Numerical explorations of a forward-backward diffusion equation Newton Institute KIT Programme Pauline Lafitte 1 C. Mascia 2 1 SIMPAF - INRIA & U. Lille 1, France 2 Univ. La Sapienza, Roma, Italy September
More informationarxiv: v1 [math.ap] 29 May 2018
Non-uniqueness of admissible weak solution to the Riemann problem for the full Euler system in D arxiv:805.354v [math.ap] 9 May 08 Hind Al Baba Christian Klingenberg Ondřej Kreml Václav Mácha Simon Markfelder
More informationMax-Weight Scheduling in Queueing Networks with. Heavy-Tailed Traffic
Max-Weight Scheduling in Queueing Networks with Heavy-Tailed Traic arxiv:1108.0370v1 [cs.ni] 1 Aug 011 Mihalis G. Markakis, Eytan H. Modiano, and John N. Tsitsiklis Abstract We consider the problem o packet
More informationModeling and Numerical Approximation of Traffic Flow Problems
Modeling and Numerical Approximation of Traffic Flow Problems Prof. Dr. Ansgar Jüngel Universität Mainz Lecture Notes (preliminary version) Winter Contents Introduction Mathematical theory for scalar conservation
More informationRigorous pointwise approximations for invariant densities of non-uniformly expanding maps
Ergod. Th. & Dynam. Sys. 5, 35, 8 44 c Cambridge University Press, 4 doi:.7/etds.3.9 Rigorous pointwise approximations or invariant densities o non-uniormly expanding maps WAEL BAHSOUN, CHRISTOPHER BOSE
More informationMarte Godvik. On a Traffic Flow Model. Thesis for the degree philosophiae doctor
Marte Godvik On a Traffic Flow Model Thesis for the degree philosophiae doctor Norwegian University of Science and Technology Faculty for Information Technology, Mathematics and Electrical Engineering
More informationOn the Cauchy Problems for Polymer Flooding with Gravitation
On the Cauchy Problems for Polymer Flooding with Gravitation Wen Shen Mathematics Department, Penn State University. Email: wxs27@psu.edu November 5, 2015 Abstract We study two systems of conservation
More informationModelling, Simulation & Computing Laboratory (msclab) Faculty of Engineering, Universiti Malaysia Sabah, Malaysia
1.0 Introduction Intelligent Transportation Systems (ITS) Long term congestion solutions Advanced technologies Facilitate complex transportation systems Dynamic Modelling of transportation (on-road traffic):
More informationAn Analytical Model for Traffic Delays and the Dynamic User Equilibrium Problem
OPERATIONS RESEARCH Vol. 54, No. 6, November December 26, pp. 1151 1171 issn 3-364X eissn 1526-5463 6 546 1151 informs doi 1.1287/opre.16.37 26 INFORMS An Analytical Model for Traffic Delays and the Dynamic
More informationOPTIMIZATION OF FLOWS AND ANALYSIS OF EQUILIBRIA IN TELECOMMUNICATION NETWORKS
OPTIMIZATION OF FLOWS AND ANALYSIS OF EQUILIBRIA IN TELECOMMUNICATION NETWORKS Ciro D Apice (a, Rosanna Manzo (b, Luigi Rarità (c (a, (b, (c Department of Information Engineering and Applied Mathematics,
More informationMultiscale Methods for Crowd Dynamics
Multiscale Methods for Crowd Dynamics Individuality vs. Collectivity Andrea Tosin Istituto per le Applicazioni del Calcolo M. Picone Consiglio Nazionale delle Ricerche Rome, Italy a.tosin@iac.cnr.it http://www.iac.cnr.it/
More informationMacroscopic Simulation of Open Systems and Micro-Macro Link
Macroscopic Simulation of Open Systems and Micro-Macro Link Ansgar Hennecke 1 and Martin Treiber 1 and Dirk Helbing 1 II Institute for Theoretical Physics, University Stuttgart, Pfaffenwaldring 57, D-7756
More informationMULTICOMMODITY FLOWS ON ROAD NETWORKS
MULTICOMMODITY FLOWS ON ROAD NETWORKS M. HERTY, C. KIRCHNER, S. MOUTARI, AND M. RASCLE Abstract. In this paper, we discuss the multicommodity flow for vehicular traffic on road networks. To model the traffic,
More informationNONCLASSICAL SHOCK WAVES OF CONSERVATION LAWS: FLUX FUNCTION HAVING TWO INFLECTION POINTS
Electronic Journal of Differential Equations, Vol. 2006(2006), No. 149, pp. 1 18. ISSN: 1072-6691. URL: http://ejde.math.txstate.edu or http://ejde.math.unt.edu ftp ejde.math.txstate.edu (login: ftp) NONCLASSICAL
More informationShock wave analysis. Chapter 8. List of symbols. 8.1 Kinematic waves
Chapter 8 Shock wave analysis Summary of the chapter. Flow-speed-density states change over time and space. When these changes of state occur, a boundary is established that demarks the time-space domain
More information( x) f = where P and Q are polynomials.
9.8 Graphing Rational Functions Lets begin with a deinition. Deinition: Rational Function A rational unction is a unction o the orm ( ) ( ) ( ) P where P and Q are polynomials. Q An eample o a simple rational
More informationOnline Companion for. Decentralized Adaptive Flow Control of High Speed Connectionless Data Networks
Online Companion for Decentralized Adaptive Flow Control of High Speed Connectionless Data Networks Operations Research Vol 47, No 6 November-December 1999 Felisa J Vásquez-Abad Départment d informatique
More informationOn the Stability of the Best Reply Map for Noncooperative Differential Games
On the Stability of the Best Reply Map for Noncooperative Differential Games Alberto Bressan and Zipeng Wang Department of Mathematics, Penn State University, University Park, PA, 68, USA DPMMS, University
More informationNumerical simulation of some macroscopic mathematical models of traffic flow. Comparative study
Numerical simulation of some macroscopic mathematical models of traffic flow. Comparative study A. Lakhouili 1, El. Essoufi 1, H. Medromi 2, M. Mansouri 1 1 Hassan 1 st University, FST Settat, Morocco
More informationBANDELET IMAGE APPROXIMATION AND COMPRESSION
BANDELET IMAGE APPOXIMATION AND COMPESSION E. LE PENNEC AND S. MALLAT Abstract. Finding eicient geometric representations o images is a central issue to improve image compression and noise removal algorithms.
More informationHyperbolic Models for Large Supply Chains. Christian Ringhofer (Arizona State University) Hyperbolic Models for Large Supply Chains p.
Hyperbolic Models for Large Supply Chains Christian Ringhofer (Arizona State University) Hyperbolic Models for Large Supply Chains p. /4 Introduction Topic: Overview of conservation law (traffic - like)
More information