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Lecture 16 - Weak Solutions and Weak Derivatives

L# Mathematical Reasons

ut=Δum=div(uσu)degenerate equationfinite support

We can't expect a classical solution.


We take note of the following: QT=Ω×[0,T] and ST=(Ω×[0,T]) and also note that Ω is bounded and regular henceforth.

Definition

Consider the differential equation:

Lu=f

A classical solution is a function uC(Ω) such that Lu=f on Ω in the usual sense.

Thus its reasonable to ask what type of solution did we find in the previous class?

Formulation

u is said to be a weak solution of the Porous Medium Equation iff:

QT(umϕuϕt)dxdt=Ωu0(x)ϕ(x,0)dx

for any ϕC1(QT)

ϕ|ST,ϕ(x,T)=0
Definition (Weak Derivative)

Let u and v be Lesbesgue measurable and local integrable in Ω. Let:

()Ωv ϕdx=Ωu (xiϕ)dx

for any ϕCc(Ω) then we say xiu=v.

Example

f(x)=|x| we have |x|={1x<01x>0 in the weak sense.

Definition

H1(Ω)={f:fL2(Ω)&u(L2(Ω))n (in the weak sense)}

Inner product:

u,v=Ωuv+Ωuv
Definition

H01(Ω)={uH1(Ω):u|Ω=0}=C0(Ω)

Definition (Weak Solution)

u0 is called a weak solution of PME

{ut=Δumu|δΩ=0u(x,0)=u0(x)L1(Ω)

if:

  1. umL2((0,T);H01(Ω))
  2. for any ϕC1(QT)
QT(umϕuϕt)dxdt=Ωu0(x)ϕ(x,0)dx

Uniqueness

(Oleinik)
Assume that we have two solutions u1 and u2, consider u1u2, then:

QT(u1mu2m)ϕ(u1u2)ϕt=0ϕ

Take your test function to be:

ϕ(x,t)=tT(u1m(x,s)u2m(x,s))ds,0<t<T

Even if ϕ does not have the required smoothness, we may approximate it with smooth functions ϕϵ for which the weak formulation of the solution is satisfied for these functions. For notation take uim=ωi.

We compute:

ϕt=(ω1ω2)ϕ=tT(u1mu2m)dsL2(QT)

and moreover ϕ(t)H0m(Ω) and ϕ(x,T)=0.