Nonlinear Wave Propagation in 1D Random Media

Similar documents
From a Mesoscopic to a Macroscopic Description of Fluid-Particle Interaction

Alexei F. Cheviakov. University of Saskatchewan, Saskatoon, Canada. INPL seminar June 09, 2011

Travelling waves. Chapter 8. 1 Introduction

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

Conservation Laws: Systematic Construction, Noether s Theorem, Applications, and Symbolic Computations.

Math Partial Differential Equations 1

Introduction LECTURE 1

Fission of a longitudinal strain solitary wave in a delaminated bar

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

Waves and characteristics: Overview 5-1

Ray Theory for a Locally Layered Random Medium

Mathématiques appliquées (MATH0504-1) B. Dewals, Ch. Geuzaine

0.3.4 Burgers Equation and Nonlinear Wave

1 The Stokes System. ρ + (ρv) = ρ g(x), and the conservation of momentum has the form. ρ v (λ 1 + µ 1 ) ( v) µ 1 v + p = ρ f(x) in Ω.

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

SPHERICAL SHOCK WAVES IN MAGNETO-GAS-DYNAMICS

ASYMPTOTIC THEORY FOR WEAKLY NON-LINEAR WAVE EQUATIONS IN SEMI-INFINITE DOMAINS

(TRAVELLING) 1D WAVES. 1. Transversal & Longitudinal Waves

Propagation of Solitons Under Colored Noise

Stochastic Stokes drift of a flexible dumbbell

Équation de Burgers avec particule ponctuelle

Lecture Notes on Hyperbolic Conservation Laws

THE STOKES SYSTEM R.E. SHOWALTER

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

MATH 220: Problem Set 3 Solutions

MA 201: Partial Differential Equations D Alembert s Solution Lecture - 7 MA 201 (2016), PDE 1 / 20

Entropy and Relative Entropy

1 Energy dissipation in astrophysical plasmas

Math 124A October 11, 2011

Numerical Solutions to Partial Differential Equations

AA214B: NUMERICAL METHODS FOR COMPRESSIBLE FLOWS

Applications of the compensated compactness method on hyperbolic conservation systems

Existence and exponential stability of the damped wave equation with a dynamic boundary condition and a delay term.

1 Introduction to PDE MATH 22C. 1. Introduction To Partial Differential Equations Recall: A function f is an input-output machine for numbers:

PROBABILITY: LIMIT THEOREMS II, SPRING HOMEWORK PROBLEMS

Entropy stable schemes for degenerate convection-diffusion equations

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

Quasi-neutral limit for Euler-Poisson system in the presence of plasma sheaths

Solitons : An Introduction

Asymptotic Behavior of Waves in a Nonuniform Medium

Fractional Laplacian

PROBABILITY: LIMIT THEOREMS II, SPRING HOMEWORK PROBLEMS

Computing High Frequency Waves By the Level Set Method

MATH 205C: STATIONARY PHASE LEMMA

M.Sc. in Meteorology. Numerical Weather Prediction

Nonlinear stabilization via a linear observability

A stochastic particle system for the Burgers equation.

Derivation of Generalized Camassa-Holm Equations from Boussinesq-type Equations

Magnetohydrodynamic Waves

The Euler Equation of Gas-Dynamics

Drag of a thin wing and optimal shape to minimize it

Stability Analysis of Stationary Solutions for the Cahn Hilliard Equation

A Bound-Preserving Fourth Order Compact Finite Difference Scheme for Scalar Convection Diffusion Equations

Chapter 16 Waves in One Dimension

Partial differential equation for temperature u(x, t) in a heat conducting insulated rod along the x-axis is given by the Heat equation:

MATH 220 solution to homework 5

J10M.1 - Rod on a Rail (M93M.2)

Hyperbolic Systems of Conservation Laws. I - Basic Concepts

Introduction to multiscale modeling and simulation. Explicit methods for ODEs : forward Euler. y n+1 = y n + tf(y n ) dy dt = f(y), y(0) = y 0

Hyperbolic Conservation Laws Past and Future

Conditional Symmetry Reduction and Invariant Solutions of Nonlinear Wave Equations

Theoretical Foundation of 3D Alfvén Resonances: Time Dependent Solutions

Shock formation in the compressible Euler equations and related systems

A FREE BOUNDARY PROBLEM FOR TWO-DIMENSIONAL GAS DYNAMICS EQUATIONS

Regularity of Weak Solution to Parabolic Fractional p-laplacian

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

Hyperbolic Systems of Conservation Laws

x ct x + t , and the characteristics for the associated transport equation would be given by the solution of the ode dx dt = 1 4. ξ = x + t 4.

Math 311, Partial Differential Equations, Winter 2015, Midterm

Lucio Demeio Dipartimento di Ingegneria Industriale e delle Scienze Matematiche

Are Solitary Waves Color Blind to Noise?

Lecture17: Generalized Solitary Waves

Maxwell s equations derived from minimum assumptions

AA214B: NUMERICAL METHODS FOR COMPRESSIBLE FLOWS

SELF-SIMILAR SOLUTIONS FOR THE 2-D BURGERS SYSTEM IN INFINITE SUBSONIC CHANNELS

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

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

Hysteresis rarefaction in the Riemann problem

Variational formulation of entropy solutions for nonlinear conservation laws

GLOBAL EXISTENCE FOR THE ONE-DIMENSIONAL SEMILINEAR TRICOMI-TYPE EQUATIONS

Numerical Solutions to Partial Differential Equations

Cut-on, cut-off transition of sound in slowly varying flow ducts

Stochastic Volatility and Correction to the Heat Equation

BLOW-UP OF SOLUTIONS FOR VISCOELASTIC EQUATIONS OF KIRCHHOFF TYPE WITH ARBITRARY POSITIVE INITIAL ENERGY

New ideas in the non-equilibrium statistical physics and the micro approach to transportation flows

Deforming Composite Grids for Fluid Structure Interactions

0.2. CONSERVATION LAW FOR FLUID 9

2 u 1-D: 3-D: x + 2 u

Application of the Kurganov Levy semi-discrete numerical scheme to hyperbolic problems with nonlinear source terms

Modeling & Control of Hybrid Systems Chapter 4 Stability

Blowup for Hyperbolic Equations. Helge Kristian Jenssen and Carlo Sinestrari

Reading: P1-P20 of Durran, Chapter 1 of Lapidus and Pinder (Numerical solution of Partial Differential Equations in Science and Engineering)

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

Resolvent Estimates and Quantification of Nonlinear Stability

NONLOCAL DIFFUSION EQUATIONS

On some weighted fractional porous media equations

Singularity formation for compressible Euler equations

THE INTERACTION OF TURBULENCE WITH THE HELIOSPHERIC SHOCK

Receiver. Johana Brokešová Charles University in Prague

Waves in a Shock Tube

Transcription:

Nonlinear Wave Propagation in 1D Random Media J. B. Thoo, Yuba College UCI Computational and Applied Math Seminar Winter 22 Typeset by FoilTEX

Background O Doherty and Anstey (Geophysical Prospecting, 1971) looked at the effects of multiple scattering by a pulse propagating through the earth s crust. With the advent of digitally-generated seismograms, they found that including multiple reflections increased the amplitude of the primary pulse enough to offset transmission losses. Idea: Multiple scattering constructive interference. incident wave directly transmitted wave sum of double-scattering ( constructive interference ) UCI Comput. Appl. Math. Seminar, Wtr 2 1

Many contributions since. Burridge, Papanicolaou, White (1988); Burridge and Chang (1989); Clouet and Fouque (1994); Lewicki, Burridge, and Papanicolaou (1994); Sølna (1998); and others. Some to make the O Doherty-Anstey theory rigorous and some to extend the theory to cases where fluctuations in the medium may not be weak. UCI Comput. Appl. Math. Seminar, Wtr 2 2

Overview We study the propagation of a weakly nonlinear wave pulse, governed by a hyperbolic system of conservation laws, through a stationary random medium in 1D. Examples Gas dynamics (interaction of sound waves with background entropy wave). Nonlinear elastic waves in stratified media. MHD (e.g., scattering of magnetoacoustic waves off Alfvén waves). UCI Comput. Appl. Math. Seminar, Wtr 2 3

Scalings Incident pulse (primary wave): amplitude O(ε 2 ), width O(ε 2 ) Fluctuations (background medium or scattering wave): amplitude O(ε), width O(ε 2 ) Propagation: distance O(1/ε 2 ), time O(1).2.4.15.2.1.5 -.5 -.2 -.1 -.4 -.15 -.4 -.2.2.4 -.2 -.25 -.2 -.15 -.1 -.5.5.1.15.2.25 UCI Comput. Appl. Math. Seminar, Wtr 2 4

Expansion We use the asymptotic expansion introduced by Benilov and Pelinovskĭi (1988) to get a nonlinear O Doherty-Anstey theory. The asymptotic solution includes a realization-dependent random phase shift. W.r.t. this reference frame, the pulse moves as a Brownian motion and the leading order solution is nonrandom. This self-averaging of the leading-order solution means that closure problems, u 2 u 2, do not arise in the nonlinear theory. UCI Comput. Appl. Math. Seminar, Wtr 2 5

In the simplest case, the normalized form of asymptotic equation for the wave profile u is u t + ( 1 2 u2) x = k(y)u xx (x y, t)dy, where k(y) = β( )β( + y) is the covariance function of scattering coefficients β (random fluctuations from the double scattering of waves). The wave profile satisfies an inviscid Burgers equation with a nonlocal, lower-order dissipative and dispersive term that describes the effects of double scattering of waves off the fluctuations in the medium or scattering wave. The fluctuations are assumed to be uniformly bounded in space. UCI Comput. Appl. Math. Seminar, Wtr 2 6

Outline Sketch of the derivation of the asymptotic equations Scattering by a nonuniform medium Scattering of one wave off another wave Examples: 1D gas dynamics, nonlinear elasticity Properties of the asymptotic equations (shock profiles, shock formation) UCI Comput. Appl. Math. Seminar, Wtr 2 7

Derivation of asymptotic equations Scattering by a nonuniform medium Quadratic nonlinearity Consider a strictly hyperbolic system of conservation laws of the form u t + [ f(u) + εb(x/ε 2 )u ] x = u = u(x,t) R m defined for < x < and t f : R m R m B = B(x/ε 2 ) R m m is a realization of a stationary random process with zero spatial mean (assumed to be uniformly bounded) ε is a small, positive parameter UCI Comput. Appl. Math. Seminar, Wtr 2 8

Seek an asymptotic solution u ε (ε ) of the form u ε = ε 2 u 2 (ξ,t) + ε 3 u 3 (ξ, y, t) + ε 4 u 4 (ξ, y, t) + O(ε 5 ) y = x ε 2, ξ = x λt ε3 φ(x/ε 2 ) ε 2 φ is a realization of a random process and is to be chosen u 2 is the primary wave UCI Comput. Appl. Math. Seminar, Wtr 2 9

Find that Primary wave is u 2 = a(ξ,t)r Random correction to the pulse location is where ( x ) εφ ε 2 = 1 x/ε 2 λ ε β(y) dy, β = l T B(y)r describes the strength of an i-wave generated by the scattering of a k-wave off the fluctuations of the medium. Remark: φ typically converges in distribution to a Brownian motion. E.g. [Lipster and Shiryaev], if β is strictly stationary with a suitable mixing condition. UCI Comput. Appl. Math. Seminar, Wtr 2 1

The asymptotic equation for the wave profile of the primary wave is a t + ( 1 2 Ga2) = ± Λ W(σ)a ξξ (cσ + ξ,t) dσ, ξ where W(σ) = β(y)β(y σ) and the average is given by Remarks: f(, y, ) = lim L 1 L L f(, y, )dy. G is a coefficient of quadratic nonlinearity that describes the strength of the j-wave generated by quadratic self-interaction. W is the covariance of scattering coefficients. UCI Comput. Appl. Math. Seminar, Wtr 2 11

Wave-wave scattering Conservative form Consider a strictly hyperbolic system of conservation laws u t + f(u) x = u = u(x,t) R m defined for < x < and t f : R m R m UCI Comput. Appl. Math. Seminar, Wtr 2 12

Seek asymptotic solution u ε (ε ) of the form u ε = εu 1 (ξ,t) + ε 2 u 2 (ξ,η, t) + ε 3 u 3 (ξ, η, t) + ε 4 u 4 (ξ, η, t) + O(ε 5 ) ξ = x λt ε3 φ(η, t) ε 2, η = x µt ε 2 φ is a realization of a random process to be chosen u 1 is the background scattering wave and u 2 is the primary wave UCI Comput. Appl. Math. Seminar, Wtr 2 13

A similar derivation as before leads us to find that the random correction to the pulse location is εφ(η, t) = 1 η λ µ Γ s(y, t) dy, where Γ describes the strength of an i-wave produced by the quadratically nonlinear interaction of a k-wave with a p-wave. UCI Comput. Appl. Math. Seminar, Wtr 2 14

The asymptotic equations for the wave profile of the background scattering wave s = s(η, t) and for the wave profile of the primary wave a = a(ξ, t) are s t + ( 1 3 Hs3) η =, (a + Z s 2 ) t + ( 1 2 Ga2) ξ = ± Λ W(σ, t)a ξξ (ξ cσ, t) dσ, where W(σ, t) = s(η, t)s(η σ, t). UCI Comput. Appl. Math. Seminar, Wtr 2 15

Remarks: s is assumed to be a stationary random process with zero spatial mean. s is not genuinely nonlinear at u =. G is a coefficient of quadratic nonlinearity that describes the strength of the j-wave generated by quadratic self-interaction. Λ, the coefficients of the nonlocal terms, describe the strength of the j-wave generated by double scattering: j p k, k p j. W is a covariance of the background scattering wave. We get the same asymptotic equations with slightly modified coefficients for the system of hyperbolic conservation laws in nonconservative form u t + A(u)u x =. UCI Comput. Appl. Math. Seminar, Wtr 2 16

Example: 1D gas dynamics Scattering of a nonlinear sound wave off entropy fluctuations 1D compressible Euler equations ( ρe + 1 2 ρv2) t + p = κρ γ exp(s/c v ), c 2 = γp ρ ρ t + (ρv) x =, (ρv) t + (ρv 2 + p) x =, ( ρev + 1 ) 2 ρv3 + pv = uniform background state with density ρ, velocity v =, entropy S, and sound speed c = γp /ρ x UCI Comput. Appl. Math. Seminar, Wtr 2 17

This leads to the asymptotic equations (in normalized form) for the wave profiles of the entropy wave (background scattering wave) s t = right-moving sound wave (primary wave) a t + ( 1 2 a2) x = W ( σ 2) a xx (x σ, t) dσ, where W(σ) = s(y)s(y σ). Remark: The entropy wave is not genuinely nonlinear at u = ; in fact, it is linearly degenerate. UCI Comput. Appl. Math. Seminar, Wtr 2 18

So, the asymptotic solution of the compressible Euler equations is where ρ v S ρ S + ε 2 a(ξ, t) + εs(η) ρ c p /c v c 2 + O(ε 3 ), η = x ε 2, ξ = x c t ε 3 φ(x/ε 2 ) ε 2 φ(x/ε 2 ) = c2 2γc v x/ε 2 s(y) dy. UCI Comput. Appl. Math. Seminar, Wtr 2 19

Example: Nonlinear elasticity Elastic wave propagating in 1D through an isotropic hyperelastic medium Deformation x 1 = x + u 1 (x, t), x 2 = x 2 + u 2 (x,t) Equations of motion ρu 1tt = (g(u 1x, u 2 2x)) x, ρu 2tt = (u 2x h(u 1x, u 2 2x)) x density ρ: R R strain-energy density σ: R R R constitutive functions g, h: R R R g(p, q) = σ (p, q), p h(p, q) = 2 σ(p, q) q UCI Comput. Appl. Math. Seminar, Wtr 2 2

Scattering of longitudinal waves in a nonuniform medium Assume the Lamé moduli and density have the expansions (ε ) λ(x) = λ + ελ 1 (x/ε 2 ) + O(ε 2 ), µ(x) = µ + εµ 1 (x/ε 2 ) + O(ε 2 ), ρ(x) = ρ + ερ 1 (x/ε 2 ) + O(ε 2 ). Then we can write the equations of motion in the form u t + [ f(u) + εb(x/ε 2 )u ] x =, where B = (2µ 1 + λ 1 ) µ 1 ρ 1 /ρ 2 ρ 1 /ρ 2. UCI Comput. Appl. Math. Seminar, Wtr 2 21

This leads to the asymptotic equation (in normalized form) for the wave profile of the right-moving longitudinal wave a t + ( 1 2 a2 ) x = W ( σ 2) a xx (x σ, t) dσ, where W(σ) = β + (y)β (y σ), β ± (y) = 1 2ρ c l [ 2µ1 (y) + λ 1 (y) ± c 2 l ρ 1 (y) ] and c l is the longitudinal wave speed. Note: The nonlocal term on the RHS originates from the scattering of a right-moving longitudinal wave into a left-moving longitudinal wave. The scattering of a longitudinal wave does not produce any transverse waves, and vice versa, in an isotropic medium. UCI Comput. Appl. Math. Seminar, Wtr 2 22

So, the asymptotic solution of the equations of motion is where m 1 m 2 w 1 w 2 ε2 a(ξ, t) φ(x/ε 2 ) = 1 2ρ c l c t 1 1/(ρ c l ) m k = ρu kt, w k = u kx, ξ = x c tt ε 3 φ(x/ε 2 ) ε 2, x/ε 2 and c t is the transverse wave speed. + O(ε3 ), [ 2µ1 (y) + λ 1 (y) c 2 l ρ 1 (y) ] dy UCI Comput. Appl. Math. Seminar, Wtr 2 23

Scattering of transverse waves in a nonuniform medium The asymptotic equation (in normalized form) for the wave profile of the right-moving transverse wave is a t ( 1 3 a3) x = V ( σ 2) a xx (x σ, t) dσ, where V (σ) = β + (y)β (y σ), β ± (y) = 1 2ρ c t [ µ1 (y) ± c 2 tρ 1 (y) ]. UCI Comput. Appl. Math. Seminar, Wtr 2 24

The asymptotic solution of the equations of motion is where m 1 m 2 w 1 w 2 εa(ξ, t) φ(x/ε 2 ) = 1 2ρ c l c t 1 1/(ρ c t ) m k = ρu kt, w k = u kx, ξ = x c lt ε 3 φ(x/ε 2 ) ε 2, x/ε 2 + O(ε2 ), [ µ1 (y) c 2 tρ 1 (y) ] dy. UCI Comput. Appl. Math. Seminar, Wtr 2 25

Scattering of longitudinal wave off transverse wave Density, ρ = ρ, Lamé moduli λ = λ and µ = µ The asymptotic equations (in normalized form) for the wave profiles of the right-moving transverse wave (background scattering wave) s t + ( 1 3 Hs3) η =. right-moving longitudinal wave (primary wave) a t + ( 1 2 a2) ξ = W ( σ c, t ) a ξξ (ξ σ, t)dσ W(σ, t) = s(η, t)s(η σ, t). Remark: The transverse waves are not genuinely nonlinear at u =. UCI Comput. Appl. Math. Seminar, Wtr 2 26

The asymptotic solution of the equations of motion is m 1 m 2 w 1 w 2 εs(η, t) 1 1/(ρ c t ) + ε 2 a(ξ,t) 1 1/(ρ c l ) + O(ε3 ), where m k = ρu kt, w k = u kx, η = x c tt ε 2, ξ = x c lt ε 2. UCI Comput. Appl. Math. Seminar, Wtr 2 27

Properties of the asymptotic equations Shock profiles In the simplest case, the normalized form of asymptotic equation for the wave profile u is u t + ( 1 2 u2) x = k(y)u xx (x y, t) dy, where k is the covariance function of the random fluctuations. The right-hand side describes the effects of double scattering of the incident pulse wave. is a lower-order dissipative and dispersive term, and its dissipative effects may prevent the formation of shocks. UCI Comput. Appl. Math. Seminar, Wtr 2 28

Example 1 k(x) = exp( x ) random telegraph process Ornstein-Uhlenbeck process Applying the operator x + 1 to the normalized equation yields the relaxing gas equation, [ ( x + 1) u t + u x + ( 1 2 u2 ) x ] u x =. Traveling wave solution u = u(x ct, t) satisfies (c 1 u)u + 1 2 u2 cu =. lim x = u L, lim x u = c = u L /2 UCI Comput. Appl. Math. Seminar, Wtr 2 29

If u L > 2 (c > 1), then the solution is smooth with an embedded subshock with shock speed c = 1 + u. u = 2c L 2(c 1) c = 1 + <u> u = R If < u L < 2 ( < c < 1), then the solution has a smooth wave profile. UCI Comput. Appl. Math. Seminar, Wtr 2 3

Example 2 k(x) = { 1 x if x 1, if x > 1. This leads to the partial differential-difference equation u t + ( u + 1 2 u2) x = u(x + 1, t) u(x,t). The linearized equation has solution u t + u x = u(x + 1, t) u(x, t) u(x, t) = n= t n n! e t f(x t + n), u(x,) = f(x). So, an initial wave profile splits into multiple pulses as the wave propagates. UCI Comput. Appl. Math. Seminar, Wtr 2 31

1.5 q(1) at time t = 1.5 q(1) at time t = 1 1 1.5.5.5 6 5 4 3 2 1 1 2.5 6 5 4 3 2 1 1 2 1.5 q(1) at time t = 2 1.5 q(1) at time t = 3 1 1.5.5.5 6 5 4 3 2 1 1 2.5 6 5 4 3 2 1 1 2 u t + ( 1 2 u2) x = u(x + 1, t) u(x, t), u(x,) = exp( 25x 2 ) UCI Comput. Appl. Math. Seminar, Wtr 2 32

Shock formation For appropriate covariance functions k, if a smooth pulse satisfying u t + ( 1 2 u2 ) x = k(y)u xx (x y, t) dy is nowhere too steep when t =, then it will not break; and if the pulse is anywhere too steep at t =, then it will break in finite time. Of importance is the condition that k ( ) >, for it provides a damping term, evident after integration by parts twice: u t + (k( ) + u)u x = k ( )u + k (y)u(x y, t) dy. The integral term alone on the RHS may not be enough to prevent wave breaking. UCI Comput. Appl. Math. Seminar, Wtr 2 33

Theorem. Assume that 1. k H 3 (R) is a covariance function and k ( ) >. 2. u = u(x, t) is a smooth solution of u t + ( 1 2 u2) x = k(y)u xx (x y, t)dy that decays rapidly as x ±. Let α = k ( ) and C = k ( ) u + ( 1 α k ( ) k 2 + k 2 ) u 2. 1. If C < α 2 /4 and u x > (α + α 2 4C)/2 for all x R, then the solution u does not break. 2. If u x < (α + α 2 + 4C)/2 for some x R, then the solution breaks in finite time. In fact, u x as t [ (α + α 2 + 4C)/2 u x ] 1. UCI Comput. Appl. Math. Seminar, Wtr 2 34

Sketch of proof energy estimate u 2 u 2 sup-norm estimate u u e αt + 1 α k 2 u 2 α, C R + and C dv dt + v2 + αv C v is globally smooth if α 2 4C > and v() > (α + α 2 4C)/2 v blows up in finite time if v() < (α + α 2 + 4C)/2 UCI Comput. Appl. Math. Seminar, Wtr 2 35