Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3

Similar documents
Can constitutive relations be represented by non-local equations?

A Very Brief Introduction to Conservation Laws

Shock and Rarefaction Waves in a Hyperbolic Model of Incompressible Fluids

Hyperbolic Systems of Conservation Laws. in One Space Dimension. I - Basic concepts. Alberto Bressan. Department of Mathematics, Penn State University

The inviscid limit to a contact discontinuity for the compressible Navier-Stokes-Fourier system using the relative entropy method

Gas Dynamics Equations: Computation

Variational formulation of entropy solutions for nonlinear conservation laws

Hilbert Sixth Problem

NONCLASSICAL SHOCK WAVES OF CONSERVATION LAWS: FLUX FUNCTION HAVING TWO INFLECTION POINTS

Hyperbolic Systems of Conservation Laws. in One Space Dimension. II - Solutions to the Cauchy problem. Alberto Bressan

REGULARIZATION AND BOUNDARY CONDITIONS FOR THE 13 MOMENT EQUATIONS

Numerical Methods for Hyperbolic Conservation Laws Lecture 4

Lectures in Mathematics ETH Ziirich Department of Mathematics Research Institute of Mathematics. Managing Editor: Michael Struwe

Causal Dissipation for the Relativistic Fluid Dynamics of Ideal Gases

Notes: Outline. Shock formation. Notes: Notes: Shocks in traffic flow

On the Cauchy Problems for Polymer Flooding with Gravitation

Extended Thermodynamics of Real Gas: Maximum Entropy Principle for Rarefied Polyatomic Gas

A RIEMANN PROBLEM FOR THE ISENTROPIC GAS DYNAMICS EQUATIONS

Hyperbolic Problems: Theory, Numerics, Applications

Math Partial Differential Equations 1

Lecture Notes on Hyperbolic Conservation Laws

Second-gradient theory : application to Cahn-Hilliard fluids

Simple waves and a characteristic decomposition of the two dimensional compressible Euler equations

Author(s) Huang, Feimin; Matsumura, Akitaka; Citation Osaka Journal of Mathematics. 41(1)

Numerical Solutions to Partial Differential Equations

Instability of Finite Difference Schemes for Hyperbolic Conservation Laws

Relaxation methods and finite element schemes for the equations of visco-elastodynamics. Chiara Simeoni

CH.9. CONSTITUTIVE EQUATIONS IN FLUIDS. Multimedia Course on Continuum Mechanics

Modelling and numerical methods for the diffusion of impurities in a gas

AMath 574 February 11, 2011

A model for a network of conveyor belts with discontinuous speed and capacity

On a Lyapunov Functional Relating Shortening Curves and Viscous Conservation Laws

Projection Dynamics in Godunov-Type Schemes

0.3.4 Burgers Equation and Nonlinear Wave

Hysteresis rarefaction in the Riemann problem

Hyperbolic Conservation Laws Past and Future

Hyperbolic Systems of Conservation Laws. I - Basic Concepts

On the Front-Tracking Algorithm

K. Ambika and R. Radha

TRAVELING WAVES AND SHOCKS IN A VISCOELASTIC GENERALIZATION OF BURGERS EQUATION. 1. Introduction. Burgers equation. (1.1) u t + uu x = ɛu xx

WEAK ASYMPTOTIC SOLUTION FOR A NON-STRICTLY HYPERBOLIC SYSTEM OF CONSERVATION LAWS-II

CapSel Euler The Euler equations. conservation laws for 1D dynamics of compressible gas. = 0 m t + (m v + p) x

Numerical Methods for Conservation Laws WPI, January 2006 C. Ringhofer C2 b 2

n v molecules will pass per unit time through the area from left to

International Engineering Research Journal

Info. No lecture on Thursday in a week (March 17) PSet back tonight

Entropy and Relative Entropy

Weak-Strong Uniqueness of the Navier-Stokes-Smoluchowski System

Lecture Notes on Numerical Schemes for Flow and Transport Problems

Lecture Notes on Numerical Schemes for Flow and Transport Problems

Level Set Tumor Growth Model

Formulation of the problem

The 2-d isentropic compressible Euler equations may have infinitely many solutions which conserve energy

Bulk equations and Knudsen layers for the regularized 13 moment equations

Ray equations of a weak shock in a hyperbolic system of conservation laws in multi-dimensions

Various lecture notes for

L 1 stability of conservation laws for a traffic flow model

Generators of hyperbolic heat equation in nonlinear thermoelasticity

Rarefaction wave interaction for the unsteady transonic small disturbance equations

Non-equilibrium mixtures of gases: modeling and computation

Nonlinear elasticity and gels

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

Hydrodynamics. Stefan Flörchinger (Heidelberg) Heidelberg, 3 May 2010

On weak solution approach to problems in fluid dynamics

Bose-Einstein Condensation and Global Dynamics of Solutions to a Hyperbolic Kompaneets Equation

TRAVELING WAVES AND SHOCKS IN A VISCOELASTIC GENERALIZATION OF BURGERS EQUATION. 1. Introduction. Burgers equation. u t + uu x = ɛu xx (1.

Euler equation and Navier-Stokes equation

Math 660-Lecture 23: Gudonov s method and some theories for FVM schemes

Non-linear Scalar Equations

A SHORT INTRODUCTION TO TWO-PHASE FLOWS Two-phase flows balance equations

STRUCTURAL STABILITY OF SOLUTIONS TO THE RIEMANN PROBLEM FOR A NON-STRICTLY HYPERBOLIC SYSTEM WITH FLUX APPROXIMATION

Numerical Simulation of Rarefied Gases using Hyperbolic Moment Equations in Partially-Conservative Form

The Hopf equation. The Hopf equation A toy model of fluid mechanics

Quick Recapitulation of Fluid Mechanics

The Riemann problem. The Riemann problem Rarefaction waves and shock waves

A high order adaptive finite element method for solving nonlinear hyperbolic conservation laws

Mechanics of Materials and Structures

Piecewise Smooth Solutions to the Burgers-Hilbert Equation

ACCURATE NUMERICAL SCHEMES FOR APPROXIMATING INITIAL-BOUNDARY VALUE PROBLEMS FOR SYSTEMS OF CONSERVATION LAWS.

Fluid flows through unsaturated porous media: An alternative simulation procedure

On the Dependence of Euler Equations on Physical Parameters

Hydrodynamic Limits for the Boltzmann Equation

Finite Volume Method

Quasi-linear first order equations. Consider the nonlinear transport equation

On pore fluid pressure and effective solid stress in the mixture theory of porous media

Where as discussed previously we interpret solutions to this partial differential equation in the weak sense: b

AA214B: NUMERICAL METHODS FOR COMPRESSIBLE FLOWS

Generation of undular bores and solitary wave trains in fully nonlinear shallow water theory

Chapter 2: Fluid Dynamics Review

A review of Continuum Thermodynamics

Fluid Equations for Rarefied Gases

Stability of Thick Spherical Shells

ACCELERATION WAVES IN THE VON KARMAN PLATE THEORY 1

ON MULTICOMPONENT FLUID MIXTURES

Answers to Problem Set Number 04 for MIT (Spring 2008)

VISCOUS FLUX LIMITERS

DRIVING FORCE IN SIMULATION OF PHASE TRANSITION FRONT PROPAGATION

Kinetic relaxation models for reacting gas mixtures

Nonlinear Wave Propagation in 1D Random Media

NDT&E Methods: UT. VJ Technologies CAVITY INSPECTION. Nondestructive Testing & Evaluation TPU Lecture Course 2015/16.

Transcription:

Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3 Tommaso Ruggeri Department of Mathematics and Research Center of Applied Mathematics University of Bologna January 21, 2017

ommaso Ruggeri Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3 Overview 1 The Riemann Problem 2 The Riemann Problem with Structure 3 Bibliography

The Physical laws in continuum theories are balance laws: Let F 0 (x, t); x Ω, t R +, a generic density. The time derivative in the domain Ω is expressed by d F 0 dω = G i n i dσ + fdω, (1) dt Ω Σ Ω where the first integral on the r.h.s. represents the flux of some quantities G i trough the surface Σ of unit normal n and velocity v, while the last integral represents the productions. Under regularity assumptions the system can be put in the local form: F 0 t + Fi x i = f, F i = F 0 v i + G i (2)

For example in the case of fluids: ρ t + ρv i x i = 0 (mass balance) (ρv j ) + t x i (ρv iv j t ij ) = 0 (balance of momentum) (3) E t + x i (Ev i + q i t ij v j ) = 0 (energy conservation). where E = ρ v 2 2 + ρε and ρ, v (v i), t (t ij ), q (q i ), ε are the density, the velocity, the stress tensor, the heat flux and the internal energy. Of course the system is not closed and we need the so called constitutive equations.

In the modern constitutive theory all the constitutive equations must obey the two principles: The objectivity principle: the proper constitutive equations are independent of the Observer; The second principle of thermodynamics that in the Rational Thermodynamics requires that any solutions of the full system satisfies the inequality of Clausius-Duhem (Coleman-Noll 1963): ρs t + x i ) (ρsv i + qi 0 for all processes (4) T

For instance in the case of classical approach of fluids with Fourier Navier-Stokes assumptions t = pi + σ q i = χ T x i ; σ <ij> = µ v <i x j> ; σ ll = νdivv, the constitutive equations compatible with (4) require the existence of a free energy ψ, function of the density ρ and temperature T, such that: p = ρ 2 ψ ρ, S = ψ T, ε = ψ T ψ T, (5) while χ (heat conductivity), µ (shear viscosity), ν (bulk viscosity) 0.

The entropy principle is also supported by the kinetic theory of gases. In fact from the Boltzmann equation f t + f ci x i = Q; f f (x, t, c) introducing as moment: ρs = ( k log f )f dc; φ i = ( k log f )fc i dc; we have the so called H-theorem: ρs t + x i ( ρsv i + φ i) 0 (6) but the non convective entropy flux φ i is in general different from q i /T.

The necessity to extend the entropy principle with a general entropy flux was proposed by Ingo Müller (1967). At present the general form (6) ρs t + x i ( ρsv i + φ i) 0 is universally accepted in the continuum community and all the constitutive equations in new models are tested by the entropy principle.

ommaso Ruggeri Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3 For systems (2) we can define the so called weak solution: ( u t Φ + F i i Φ ) dv = 0 (7) V for any test function Φ. Γ: ϕ(x,t) = 0 In a particular a shock wave is a weak solution of (2) iff across the shock front the Rankine-Hugoniot equations are fulfilled: P n s [u] + [ F i] n i = 0. u 1 (x,t) u 0 (x,t)

The Riemann problem was originated by the following well know problem in fluidynamics: Tommaso Ruggeri Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3

The Riemann Problem Let us consider quasi-linear system of conservation laws compatible with an entropy principle with a convex entropy density: t u + x F(u) = 0 t h(u) + x k(u) 0. (8) with initial data u (x, 0) = { u0 for x > 0 u 1 for x < 0.

The Riemann Problem and the non uniqueness of weak solutions Before we recall how the Riemann Problem was solved we remember a peculiarity of the weak solutions: the non uniqueness! To explain this let s consider the Burger equation ( ) u 2 u t + = 0 2 equivalent to with initial data u (x, 0) = x u t + uu x = 0 { u0 for x > 0 u 1 for x < 0

u (x,0) u 0 u 1 x Figure: Initial data

If we are looking for a shock solution, along the curve dx/dt = s the R-H condition must be satisfied. In this case this turns into: and we can get the velocity of the shock, s [ u 2 /2 ] s = s [u] + [ u 2 /2 ] = 0 (9) [u] = 1 2 (u 0 + u 1 ). (10) So we have the weak solution u 0 u (x, t) = u 1 per x > st per x < st ; with s = 1 2 (u 0 + u 1 ). (11)

u dx/dt = s (shock line) u = u u = 1 u 0 x Figure: Shock wave

u u 0 u 1 x t x = s t Figure: Shock wave in space-time

We can see that we have also the following solution u (x, t) u 1 per x t < u 1 x u (x, t) = per u 1 x t t u 0 u 0 per x t > u 0 (12) u u 0 u 1 x t

The solution (12) is compatible with the initial data; is continuous for any t > 0; is differentiable; is a weak solution So we have found two different solutions of this Riemann problem. Both of them are acceptable from a mathematical point of view, but from a physical point of view only one of them should be acceptable. Which is the physically acceptable solution?

In the present case the characteristic velocity λ = u and the characteristic curves are straight lines represented by the equations x = u 0 t + x 0 and x = u 1 t + x 0. If λ(u 1 ) < λ(u 0 ) the two families of characteristics do not intersect for any t > 0; If λ(u 1 ) > λ(u 0 ) the two families of characteristics do intersect for t > 0.

t t t=x/u 1 t=x/u 0 0 x 0 x Figure: Non-intersecting and intersecting characteristic lines

The Lax condition select the admissible shock: The entropy growth: ( ) u 2 u t + 2 ( ) ( ) u 2 u 3 + 2 3 t x λ(u 0 ) < s < λ(u 1 ). (13) [ ] u 2 = 0, s[u] + = 0, u 1 = 2s u 0 ; 2 x [ ] u 2 = 0, η = s + 2 [ u 3 3 ] ; η = 2 3 (s λ 0) 3 > 0 s > λ 0 and as s = (λ 1 + λ 0 )/2 s < λ 1

i.e. the equivalence between the Lax condition and the entropy growth condition: λ(u 0 ) < s < λ(u 1 ) η > 0. (14) Both are also justified by the artificial viscosity method: u t + uu x = νu xx (15) taking the limit of ν 0.

Peter Lax The general Lax solution:

Let A = F; (A λi)r = 0. The Riemann problem for initial sufficiently small jump is solved as a superposition of shocks, characteristic shocks, rarefaction waves and constant states. The physical shocks are those for which: Shock: if λ r 0, λ(u 0 ) < s < λ(u 1 ) η > 0 Characteristic Shock: if λ r 0, λ(u 0 ) = s = λ(u 1 ) η = 0 while if λ(u 1 ) < λ(u 0 ) we have a rarefaction wave.

u 0 Shock

u 0 Shock Rarefaction

Unstable part Shock u 0 Stable part Rarefaction

R 1 u 0 S 1

R 1 R 2 u 0 S 2 S 1

u 1 u 0 u *

Figure: The Euler solution for the density - t = 0 Tommaso Ruggeri Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3

Figure: The Euler solution for the density - t > 0 Tommaso Ruggeri Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3

The problem fails in the special case of local exceptionality λ r = 0 for some u. Positive Shocks V λ r = 0 Local Exceptionality surface Negative Shocks

In this case the stability of the shock must be satisfy the Liu conditions that implies the generalized Lax condition λ(u 0 ) s λ(u 1 ) but the entropy growth is not sufficient; it is necessary to add additional conditions for example a new superposition principle (Liu, Ruggeri, 2003). (a) (b) U s λ λ(μ) U s (μ) µ 0 µ µ 1 μ

The Riemann problem is a fundamental tool for the existence theorem for solutions of the initial data (Glimm, Dafermos, Bressan, Bianchini,...) as well for numerically approach (Godunov, Russo,...). See the book of C. Dafermos, Hyperbolic Conservation Laws in Continuum Physics. Springer Verlag, Berlin. Tommaso Ruggeri Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3

ommaso Ruggeri Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3 u 1 Riemann (R) problem u(x,t=0) v(x,t=0) u 0 0 x

ommaso Ruggeri Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3 u 1 Riemann (R) problem u(x,t=0) v(x,t=0) u 0 0 x u 1 u(x,t=0) v(x,t=0) u 0 Riemann with Structure (RS) problem u(x,t=0) v(x,t=0) u 1 0 u 0 0

ommaso Ruggeri Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3 The importance of the Riemann Problem is evident also for the following asymptotic results due to Tai-Ping Liu: Theorem If the initial data are perturbations of the Riemann data, i.e. at x = ± there are two constant states then for t large the solutions tends to the one of the Riemann problem for genuine non-linear characteristic, while waves of linearly degenerate characteristic velocities tend to traveling waves. In particular if the initial data are perturbations of a constant state then for t large the solutions converge to the constant state.

Example of the traffic problem: ρ t + ρv x = 0 v (ρ) = v m ( 1 ρ ). ρ m t = 0 ρ (x) 0 x = -l 0 < t < t* x = 0 ρ= ρ m ρ = 0 ρ = 0 t > t * - l 0 x

ommaso Ruggeri Non-linear Wave Propagation and Non-Equilibrium Thermodynamics - Part 3 ρ (x) 0 ρ= ρ m t = 0 ρ = 0 - l 0 ρ = 0 x

ρ (x) 0 ρ= ρ m ρ = 0 - l 0 ρ = 0 x

ρ (x) 0 ρ= ρ m ρ = 0 - l 0 ρ = 0 x

ρ (x) 0 t > t * ρ = 0 - l 0 ρ = 0 x

Lax, P. D. 1973 Hyperbolic Systems of Conservation Laws and the Mathematical Theory of Shock Waves. CBMS-NSF, Regional Conference Series in Applied Mathematics 11, SIAM. C. Dafermos Hyperbolic Conservation Laws in Continuum Physics Springer-Verlag, Berlin (2001). R. J. LeVeque, Numerical Methods for Conservation Laws Lectures in Mathematics, ETH-Zurich Birkhauser-Verlag, Basel, 1990 G. Boillat, T. Ruggeri, On the Shock Structure Problem for Hyperbolic System of Balance Laws and Convex Entropy, Continuum Mech. Thermodyn. 10, 285 292 (1998)

Liu, T.-P 1976 The entropy condition and the admissibility of shocks. J. Math. Anal. Appl. 53, 7888. Liu, T.-P. 1981 Admissible solutions of hyperbolic conservation laws. Mem. Am. Math. Soc. 240, 12. Liu, T.-P., Ruggeri, T. 2003 Entropy production and admissibility of shocks. Acta Math. Appl. Sinica, English Series. 19, 112. I. Müller, T. Ruggeri, Rational Extended Thermodynamics, Springer Tracts in Natual Philosophy 37, 2nd Ed., Springer Verlag (1998)

F. Brini, T. Ruggeri, On the Riemann Problem in Extended Thermodynamics, Proc. of 10th Int. Conference on Hyperbolic Problems (Osaka, 2004); Yokohama Pub. Inc. (2006) A. Mentrelli, T. Ruggeri, Asymptotic Behavior of Riemann and Riemann with Structure Problems for a 2 2 Hyperbolic Dissipative System, Suppl. Rend. Circ. Mat. Palermo, Serie II, 78, 201 226 (2006) F. Brini, T. Ruggeri, On the Riemann Problem with Structure in Extended Thermodynamics, Suppl. Rend. Circ. Mat. Palermo, Serie II, 78, 31 44 (2006)