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© 2001-2007 Prof. Dr. Hans Wilhelm Alt, University Bonn, Germany

Divergence type equations
[chap:DifferentialEquations]


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Many important differential operators have a divergence structure, e. g.

Δu = div (∇u) .
Here   div   is the "divergence operator". In this chapter we shall study two special classes of differential equations with divergence structure: The reason for the divergence structure, as we shall see, in both cases is the divergence theorem (see satz:6-7).

First let us consider functionals, that is mappings

E:M⊂X → R,
where we want  X  to be a function space. The classical example is the space  X= C1(clos(Ω);RN) , and the case that  E(u)  for  u∈M:=X  is an integral over  Ω , in which values and first derivatives of the function  u  enter:

-*- FIGURE NOT AVAILABLE -*-
Zum Minimumproblem  [fig:min-1]

In order to characterize minima of functionals  E:M⊂X → R , we need a notion of a "derivative" for  E . Such a notion goes beyond the well known notion in EUKLIDean spaces (introduced in Analysis II). The reason is, that here in general

In our general setting the "derivative" of a mapping  E:M⊂X → R  at a point  u∈M  will be obtained by computing all "directional derivatives"  ∂v E(u)∈R , provided they exist. Here  v  runs over the "tangent cone"  Tu(M) . (Both notions will be introduced in definition:7-2.) If  u  is an absolute (or local) minimum von  E  on  M , one obtaines properties for these directional derivatives, which depend on the position of  u  within  M :

Now comes the general definition of tangent cones (resp. tangent spaces) and directional derivatives.

An application of this definition to functionals  E:C1(clos(Ω);RN) → R  as in definition:7-1 leads to the "first variation" of  E .

Applying the divergence theorem for the integral in the first variation one obtains the

Now we present some important special cases for the functional in definition:7-1.

Beispiele    [sect:7-6]

  • [sect:7-6-(1)] DIRICHLET integral type functionals.  Consider the scalar case ( N=1 ) and let
    E(u) :=
     
    Ω
    (a(u)
    |∇u|2
    2
     
    +f(u)) dLn .
  • [sect:7-6-(2)] Arc length functional.  Let  γ  be a parametrization of the curve  Γ⊂Rn  and assume that  γ∈M , where  M  is defined by
    M := {u∈C1([t0,t1];Rn)  ;  
    u(t0)=x0, u(t1)=x1,
    u(t)≠0 for t∈[t0,t1] and u injective}.
    As functional on  M  consider the arc length
    E(u) := H1(u([t0,t1])) =
    t1
     
    t0
     
    |u(t)| dt .

  • [sect:7-6-(3)] Surface area functional.  Let  Ω⊂Rn-1  be open and bounded,  u0∈C1(clos(Ω);R)  and
    M:={u ∈C1(clos(Ω);R); u=u0 on ∂Ω}.
    As functional on  M  consider the surface area
    E(u) := Hn-1( graph (u)) =
     
    Ω
    sqrt(1+|∇u(y)|2) dy .

In the special case of one dimensional problems the following holds:

Theorem    [satz:7-7]

Let  n=1  and  I⊂R  an open interval. Moreover, let  N∈N , and  f:RN×RN → R  twice continuously differentiable and
E(u):=
 
I
f(u(x),u(x)) dx.
(that is,  n=1  and  f  independent of the variable  x  (!)). The the following holds: If  u∈C2(clos(I);RN)  satisfies the EULER-LAGRANGE equation
f'p(u,u) = f'z(u,u) ,
then
u•fp(u,u) - f(u,u) = const. on I .

In the second part of this chapter we treat conservation laws. Physically, such laws are described as follows: Let  q:R3 → R3  be a flux density of a scalar quantity (e. g. density, concentration, temperature, energie etc.). The main assumption of Continuum Physics states (here we consider the stationary, that is, the time-independent case): If  V⊂R3  is an open bounded set ( V  is a test volume), then the gain of the physical quantity in  V  corresponds to the loss of this quantity on  ∂V :

 
∂V
q•νV dH2 =
 
V
f dL3 .
Here  f  denotes the source density, and  νV  denotes (as usual) the outer normal of  V . The above itendity also is called conservation law with respect to the flux  q .

We now present equivalent formulations of this property.

Satz (Divergence equation)    [satz:7-8]

Let  D⊂Rn  be an open set,  q:D → Rn  a vector field, and  f:D → R  a function. Consider the following three properties:
  • [satz:7-8-(1)] Formulation as differential equation.   q∈C1(D;Rn) ,  f∈C0(D;R) , and
    div (q)=f    in D.
  • [satz:7-8-(2)] Formulation with test volumina.   q∈C0(D;Rn) ,  f∈L1(D;R) , and for all bounded GAUSS domains  V  (as defines in definition:6-7) with  clos(V)⊂D 
     
    ∂V
    q•νV dHn-1 =
     
    V
    dLn .
    (Alternatively, it suffices to consider this statement for all balls  V  with  clos(V)⊂D .)
  • [satz:7-8-(3)] Formulation with test functions.   q∈L1(D;Rn) ,  f∈L1(D;R) , and for all  ζ∈C0(D;R
     
    D
    (∇ζ•q + ζf) dLn = 0 .
Then the following holds: Each two of these statements are equivalent under the corresponding stronger assumption for  q  and  f .
It is common in many physical situations, that there are solutions of the divergence equation   div (q)=f , which are not smooth at the interface between two media. These solutions belong to a spezial class of weak solutions: The corresponding flux satisfies a certain jump condition at the interface.

Theorem (Jump condition)    [satz:7-10]

Let  Ω=Ω(1)∪Γ∪Ω(2)  be an open connected set, where  Ω(l)  are open disjoint sets for  l=1,2 , and  Γ= Ω∩∂Ω(1)=Ω∩∂Ω(2)  a  C1 -surface. (Thus  Ω  is decomposed in two open sets  Ω(l)  for  l=1,2  and the common boundary  Γ .) Further, let  q(l)∈C1(clos(l));Rn)  and  f(l)∈C0(clos(l));R)  for  l=1,2 , and set
q(x) := q(l)(x) for x∈Ω(l) and f(x):=f(l)(x) for x∈Ω(l) .
Then  q  and  f  are integrable, that is  q∈L1(Ω;Rn)  and  f∈L1(Ω;R) . Moreover, the following holds:  (q,f)  is a wweak solution of the differential equation   div (q)=f  in  Ω , if and only if:
[eq:7-differential-equation]
div (q(l))=f(l)      in Ω(l) for l=1,2,
and
[eq:7-jump-condition]
2
l=1
q(l)•νΩ(l) = 0     on Γ    (Jump condition).
Notice: It is  νΩ(1)= - νΩ(2)  on  Γ .
Remark: The jump condition implies  (q(1)-q(2))•ν=0  on  Γ  for every normal field  ν  (that is,  ν(x)∈Tx(Γ)  for  x∈Γ , or equivalently,  q(1)(x)-q(2)(x)∈Tx(Γ)  for  x∈Γ ).
Now let us consider the time dependent case: The coordinates are  (t,x)∈R×Rn , where the physical case for the space dimension is  n=3 . Let We consider the conservation law
te +
n
i=1
xiqi = f  .
In the following let us denote by   div   the spatial divergence operator in  Rn  and by   div'   the time-space divergence operator in  R1+n=R×Rn . With this convention the conservation law becomes
[time-space-div]
te + div (q) = div '(e,q) = f  .
We call this the conservation law for the physical quantity  e . This is the fundamental differential equation in Continuum Physics. In physics literature it is usually stated as property for test volumina  V⊂Rn :
d
dt
 
V
e(t,x) dx =
 
V
f(t,x) dx -
 
∂V
q(t,x)•νV(x) dHn-1  .
The purpose of the following theorem is to prove, that these two formulations are equivalent.

Theorem (Conservation law)    [satz:7-11]

Let  D = I ×Ω⊂R×Rn  be an open set, with coordinates  t ∈I  (e. g. the time) and  x ∈Ω  (e. g. the position). Moreover, let  e,qk,f : D → R  for  k=1,...,n . Consider the following properties:
  • [satz:7-11-(1)] Formulation as differential equation.  Let  e,qk ∈C1(D) ,  f ∈C0(D) , and assume, that in  I ×Ω 
    t e + div q = f .
  • [satz:7-11-(2a)] Formulation with test volumina in  Ω .  Let  e∈C1(D) ,  qk,f ∈C0 (D) , and assume, that for  t∈I  and all open sets  V ⊂Ω  as in satz:7-8
    d
    dt
     
    V
    e(t,x) dx +
     
    ∂V
    q(t,x) •νV (x) dHn-1 (x)
    =
     
    V
    f(t,x) dx .
  • [satz:7-11-(2b)] Formulation with test volumina in  I ×Ω .  Let  e,qk ∈C0(D) ,  f ∈L1 (D) , and assume, that for all  [t1 ,t2] ×V ⊂D  with  V  as in satz:7-8
     
    V
    e(t,x) dx
    t=t2 
    t=t1 
    +
    t2
     
    t1
     
     
    ∂V
    q(t,x) •νV (x) dHn-1 (x) dt
    =
    t2
     
    t1
     
     
    V
    f(t,x) dx dt .
  • [satz:7-11-(3a)] Formulation with test functions in  Ω .  Let  e ∈C1(D) ,  qk,f ∈L1(D) , and assume, that for all  η∈C0(Ω) 
    d
    dt
     
    Ω
    η(x) e(t,x) dx =
     
    Ω
    (∇η(x) •q(t,x) + η(x) f(t,x)) dx .
  • [satz:7-11-(3b)] Formulation with test functions in  I ×Ω .  Let  e,qk,f ∈L1(D) , and assume, that for all  ζ∈C0( I ×Ω) 
     
    I ×Ω
    (tζ·e + ∇ζ•q + ζ·f ) dLn+1 = 0 .
Then the following holds: Each two of these statements are equivalent under the corresponding stronger assumption for  e ,  q , and  f .
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Das wichtigste Beispiel eines Systems von Erhaltungsgleichungen in der Hydrodynamik ist das


Version 1.7
H.W. Alt - 02.01.2007

Partial integration in  Rn  Partial integration in  Rn 
Title page Title page
Partial integration on surfaces Partial integration on surfaces
Partial integration on surfaces Index
© 2001-2007 Prof. Dr. Hans Wilhelm Alt, University Bonn, Germany