Lecture 16 - Weak Solutions and Weak Derivatives
L# Mathematical Reasons
u t = Δ u m = div ( u σ u ) degenerate equation → finite support We can't expect a classical solution.
We take note of the following: Q T = Ω × [ 0 , T ] and S T = ∂ ( Ω × [ 0 , T ] ) and also note that Ω is bounded and regular henceforth.
Consider the differential equation:
L u = f A classical solution is a function u ∈ C ( Ω ) such that L u = f on Ω in the usual sense.
Thus its reasonable to ask what type of solution did we find in the previous class?
u is said to be a weak solution of the Porous Medium Equation iff:
∫ ∫ Q T ( ∇ u m ∇ ϕ − u ϕ t ) d x d t = ∫ Ω u 0 ( x ) ϕ ( x , 0 ) d x for any ϕ ∈ C 1 ( Q ― T )
ϕ | ∂ S T , ϕ ( x , T ) = 0
Definition (Weak Derivative)
Let u and v be Lesbesgue measurable and local integrable in Ω . Let:
( ∗ ) ∫ Ω v ϕ d x = − ∫ Ω u ( ∂ x i ϕ ) d x for any ϕ ∈ C c ∞ ( Ω ) then we say ∂ x i u = v .
f ( x ) = | x | we have | x | ′ = { − 1 x < 0 1 x > 0 in the weak sense.
H 1 ( Ω ) = { f : f ∈ L 2 ( Ω ) & ∇ u ∈ ( L 2 ( Ω ) ) n (in the weak sense) }
Inner product:
⟨ u , v ⟩ = ∫ Ω u v + ∫ Ω ∇ u ⋅ ∇ v
H 0 1 ( Ω ) = { u ∈ H 1 ( Ω ) : u | ∂ Ω = 0 } = C 0 ∞ ( Ω ) ―
Definition (Weak Solution)
u ≥ 0 is called a weak solution of PME
{ u t = Δ u m u | δ Ω = 0 u ( x , 0 ) = u 0 ( x ) ∈ L 1 ( Ω ) if:
u m ∈ L 2 ( ( 0 , T ) ; H 0 1 ( Ω ) )
for any ϕ ∈ C 1 ( Q ― T )
∫ ∫ Q T ( ∇ u m ∇ ϕ − u ϕ t ) d x d t = ∫ Ω u 0 ( x ) ϕ ( x , 0 ) d x
Uniqueness
(Oleinik)
Assume that we have two solutions u 1 and u 2 , consider u 1 − u 2 , then:
∫ ∫ Q T ∇ ( u 1 m − u 2 m ) ∇ ϕ − ( u 1 − u 2 ) ϕ t = 0 ∀ ϕ Take your test function to be:
ϕ ( x , t ) = ∫ t T ( u 1 m ( x , s ) − u 2 m ( x , s ) ) d s , 0 < t < T Even if ϕ does not have the required smoothness, we may approximate it with smooth functions ϕ ϵ for which the weak formulation of the solution is satisfied for these functions. For notation take u i m = ω i .
We compute:
ϕ t = − ( ω 1 − ω 2 ) ∇ ϕ = ∫ t T ( ∇ u 1 m − ∇ u 2 m ) d s ∈ L 2 ( Q T ) and moreover ϕ ( t ) ∈ H 0 m ( Ω ) and ϕ ( x , T ) = 0 .