Math Partial Differential Equations 1

Similar documents
0.3.4 Burgers Equation and Nonlinear Wave

MATH 220: MIDTERM OCTOBER 29, 2015

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

MATH 220: Problem Set 3 Solutions

A Very Brief Introduction to Conservation Laws

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

Numerical Solutions to Partial Differential Equations

Hyperbolic Systems of Conservation Laws. I - Basic Concepts

MATH 173: PRACTICE MIDTERM SOLUTIONS

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

Modeling Rarefaction and Shock waves

Lecture Notes on Hyperbolic Conservation Laws

Numerical Methods for Hyperbolic Conservation Laws Lecture 4

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

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

Hyperbolic Systems of Conservation Laws

Non-linear Scalar Equations

MATH 819 FALL We considered solutions of this equation on the domain Ū, where

MATH 220: Problem Set 3 Solutions

Introduction to nonlinear wave models

Math 5588 Final Exam Solutions

S. N. Kruzhkov s lectures on first-order quasilinear PDEs

Dynamics of Propagation and Interaction of Delta-Shock Waves in Conservation Law Systems

Applications of the compensated compactness method on hyperbolic conservation systems

Math 4263 Homework Set 1

Numerische Mathematik

Hyperbolic Conservation Laws Past and Future

Lecture 5.7 Compressible Euler Equations

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

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

AMath 574 February 11, 2011

On a simple model of isothermal phase transition

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

Introduction to hyperbolic PDEs and Shallow Water Equations

Modeling and Numerical Approximation of Traffic Flow Problems

Green s Functions and Distributions

Advanced Calculus Math 127B, Winter 2005 Solutions: Final. nx2 1 + n 2 x, g n(x) = n2 x

Waves in a Shock Tube

Mathematical Methods - Lecture 9

Finite Volume Schemes: an introduction

HOMEWORK 4 1. P45. # 1.

Notes: Outline. Shallow water equations. Notes: Shallow water equations. Notes:

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

MATH FALL 2014

The Discontinuous Galerkin Method for Hyperbolic Problems

Journal of Hyperbolic Differential Equations, Vol. 1, No. 1 (2004),

Solutions in the sense of distributions. Solutions in the sense of distributions Definition, non uniqueness

On the Cauchy Problems for Polymer Flooding with Gravitation

On the piecewise smoothness of entropy solutions to scalar conservation laws for a large class of initial data

FDM for wave equations

VISCOSITY SOLUTIONS OF HAMILTON JACOBI EQUATIONS WITH DISCONTINUOUS COEFFICIENTS

MATH 126 FINAL EXAM. Name:

Instability of Finite Difference Schemes for Hyperbolic Conservation Laws

SHOCK WAVES FOR RADIATIVE HYPERBOLIC ELLIPTIC SYSTEMS

Entropy and Relative Entropy

Scalar conservation laws with moving density constraints arising in traffic flow modeling

Coupling conditions for transport problems on networks governed by conservation laws

Lecture Notes on Numerical Schemes for Flow and Transport Problems

Various lecture notes for

Lecture Notes on Numerical Schemes for Flow and Transport Problems

Chapter 3 Second Order Linear Equations

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

Hyperbolic PDEs. Chapter 6

Final: Solutions Math 118A, Fall 2013

Attribution-NonCommercial-NoDerivs 2.0 KOREA. Share copy and redistribute the material in any medium or format

Theory and Applications of Conservation Laws

MATH 425, FINAL EXAM SOLUTIONS

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

arxiv: v2 [math.ap] 1 Jul 2011

Delta-shock Wave Type Solution of Hyperbolic Systems of Conservation Laws

Generalized Riemann Problems: From the Scalar Equation to Multidimensional Fluid Dynamics

On the Cauchy Problems for Polymer Flooding with Gravitation

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

Pointwise convergence rate for nonlinear conservation. Eitan Tadmor and Tao Tang

SOME PRELIMINARY NOTES ON HYPERBOLIC CONSERVATION LAWS

FOURIER TRANSFORMS. 1. Fourier series 1.1. The trigonometric system. The sequence of functions

1 Basic Second-Order PDEs

Measure-valued - strong uniqueness for hyperbolic systems

Math 342 Partial Differential Equations «Viktor Grigoryan

CLASSIFICATION AND PRINCIPLE OF SUPERPOSITION FOR SECOND ORDER LINEAR PDE

On the Front-Tracking Algorithm

Math 126 Final Exam Solutions

Skr. K. Nor. Vidensk. Selsk., 2003, no. 3, 49 pp

DELTA SHOCK WAVE FORMATION IN THE CASE OF TRIANGULAR HYPERBOLIC SYSTEM OF CONSERVATION LAWS

MATH 317 Fall 2016 Assignment 5

High Order Hermite and Sobolev Discontinuous Galerkin Methods for Hyperbolic Partial Differential Equations

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

MATH 307: Problem Set #7

1. Differential Equations (ODE and PDE)

Finite volume method for conservation laws V

A stochastic particle system for the Burgers equation.

arxiv: v3 [math.ap] 26 May 2015

Heat Equation on Unbounded Intervals

Some Aspects of Solutions of Partial Differential Equations

LECTURE 5: THE METHOD OF STATIONARY PHASE

MATH 220 solution to homework 5

Summer 2017 MATH Solution to Exercise 5

p. 6-1 Continuous Random Variables p. 6-2

Conservation Laws and Finite Volume Methods

Notes on Computational Mathematics

Transcription:

Math 9 - Partial Differential Equations Homework 5 and Answers. The one-dimensional shallow water equations are h t + (hv) x, v t + ( v + h) x, or equivalently for classical solutions, h t + (hv) x, (hv) t + (hv + h ) x, where v is the horizontal velocity and h is the height. how that the above two systems are strictly hyperbolic for h >. olution: The both systems have eigenvalues: v ± h which are real and distinct for h >.. Use characteristics to find the solutions of (a) u t + u x u, u t +x, x R, t >. (b) u t + txu x, u t +x, x R, t >. (c) u t + uu x, u t x, x R, t >. olution: (a) The characteristic passing through (x, ) is x x + t. du(x(t), t) dt u, so u(x, t) u(x(), )e t u (x )e t u (x t)e t (b) The characteristic x x(t) passing through (x, ) is: dx dt tx, x() x, which gives x x e t, so u(x, t) u (x ) u (xe t ). (c) The characteristic x x(t) passing through (x, ) is: and du(x(t),t) x +t. 3. Prove that dx dt u, x() x, e t +(x t). dt, then u(x(t), t) u(x(), ) u (x ) x, thus x(t) x + x t, and u(x, t) x u(x, t) is a weak solution to the Riemann problem u t + uu x, u t u (x), if x < t,, if x > t,, if x <,, if x >.

olution: For a test function φ C(R R + ), assume suup φ [, a] [, T ] with a >, T >, ) (uφ t + u φ x dxdt + u (x)φ(x, )dx T a ) a (uφ t + u φ x dxdt + u (x)φ(x, )dx T t ( φ t + ) φ x dxdt + φ(x, )dx T T T T φ t dtdx + φ t dtdx + x (φ(x, T ) φ(x, ))dx + φ(x, x)dx + T T T T t φ x dxdt + (φ(x, T ) φ(x, x))dx + φ( t, t)dt, T or use the divergence formula, ) (uφ t + u φ x dxdt + u (x)φ(x, )dx T a ) a (uφ t + u φ x dxdt + u (x)φ(x, )dx T t ( φ t + ) φ x. x t t dxdt + φ(x, )dx (x,t) ( φ, φ)dxdt + φ(x, )dx ( φ, φ) 5 (, )dl + 4. Consider the nonhomogeneous conservation law t,<x< u t + f(u) x g(u, x, t), φ(x, )dx (φ( t, t) φ(, t))dt + φ(x, )dx ( φ, φ) (, )dl + φ(x, )dx where g is a source term. Define u(x, t) L (R R + ) to be a weak solution if (uϕ t + f(u)ϕ x + gϕ) dx dt + u(x, )ϕ(x, ) dx, for all test functions ϕ C (R R + ). how that the Rankine-Hugoniot jump condition is the same as the homogeneous case when g. olution: uppose that a curve : x x(t) divides the upper half plane into two parts V ± and u(x, t) is a piecewise smooth solution with jump discontinuity along. That is, u is a weak solution in the sense of distributions and also a C solution in both V + and V, and at each point (x, t ) on the curve, the limits of u(x, t) as (x, t) (x, t ) in both V + and V exist but are not necessarily equal. Choose a test function ϕ R R + with compact support in some open region V R R +, and

ϕ(x, ) but not vanishing along the curve. Then u t + f(u) x g in V ± V and (uϕ t + f(u)ϕ x + gϕ) dx dt (uϕ t + f(u)ϕ x + gϕ) dx dt + (uϕ t + f(u)ϕ x + gϕ) dx dt V V + ((uϕ) t + (f(u)ϕ) x (u t + f(u) x g)ϕ) dx dt V + ((uϕ) t + (f(u)ϕ) x (u t + f(u) x g)ϕ) dx dt V + (x,t) (f(u)ϕ, uϕ) dx dt + (x,t) (f(u)ϕ, uϕ) dx dt V V + (f(u )ϕ, u ϕ) ν dl + (f(u + )ϕ, u + ϕ) ( ν) l (f(u )ν + u ν )ϕ dl (f(u + )ν + u + ν +)ϕ dl ((f(u ) f(u + ))ν + (u u + )ν ) ϕ dl, for all test functions ϕ, thus the jump condition is the same as the homogeneous case. 5. Construct the entropy solution of the following IVP: u t + ( u)u x, x R, t >,, if x <, u t u (x), if x. olution: The characteristics passing through (x, ) have slope if x < and have slope if x >. The flux is f(u) u u f(u+) f(u ). The shock speed is σ u + u (u ++u ), o the solution is u(x, t), x < t,, x > t. 6. Find the traveling wave solutions u(x, t) to the following equation u t + ( u)u x εu xx, ε > : constant, such that lim u(x, t), lim x u x(x, t) ; x lim u(x, t), lim x and also find the limit lim u(x, t). ε Compare the limit with the solution in the previous exercise. olution: If u(x, t) f(x σt) f(ξ) with ξ x σt, then u x(x, t), x σf + ( u)f εf, f( ), f(), f ( ) f (). Integrating it from to ξ, we get f f σf + σ εf, 3

taking ξ, we obtain σ. o and thus for a constant C. Then and εf (f )(f ), df (f )(f ) ε dξ, f(ξ) + u(x, t) + lim u(x, t) ε which is the weak solution in the previous problem. + Ce ε ξ, + Ce ε (x+ t),, if x + t <,, if x + t >, 7. Construct the entropy solution of the following IVP: u t + uu x, x R, t >,, if x <,, if x <, u t u (x), if x,, if x >. olution: The solution is sketched in the figure. t 5 3 R 4 x The line is a shock passing through point (, ), with left state u, right state u +, speed σ, equation: x + t, crossing the t-axis at point (, ). The line is a shock passing through point (, ), with left state u, right state u +, speed σ, equation: x + t, ending at point (, ). The region R is the rarefaction wave with value u x t. 4

The shock wave and the rarefaction R starts interaction at point (, ) and produce a shock wave curve 3 : x x(t) with left state u and right state u + x t, so x (t) ( + x t ), x(), which gives the equation of the curve 3 : x t t. The shock wave and the rarefaction R starts interaction at point (, ) and produce a shock wave curve 4 : x x(t) with left state u x t and right state u +, so x (t) ( x t + ), x(), which gives the equation of the curve 4 : x t. The shock waves 3 and 4 meets at point (8, 6), which is obtained by solving x t t t. Their interaction yields another shock wave 5 passing through point (8, 6), with left state u and right state u +. The equation of 5 is x t. 5