Biomedical Engineering Reference
In-Depth Information
This differential equation should be satisfied for all
x in the considered domain V
and for all times t . By specifying the initial conditions (prescribed
ρ
for all
x in
V at t
0) and with one single boundary condition for each boundary point of
V (either the density
=
D ( ρ
ρ
or the outward mass flux
ρ
v
·
n
=−
)
·
n should be
prescribed), in principle a solution for
x , t ) can be calculated.
To illustrate some of the problems that arise, we confine ourselves to an attempt
to solve a simple one-dimensional problem. A domain is given by 0
ρ
(
L .
Diffusion of a certain material (diffusion coefficient D ) in the x -direction can take
place. For the density
x
ρ = ρ
( x , t ) the following partial differential equation holds:
2
∂ρ
D
ρ
x 2
=
0,
(13.43)
t
emphasizing that the spatial derivative δρ/δ t is written here as the partial deriva-
tive of
to the time t (with constant x ). Misunderstandings because of this will
not be introduced, because exclusively an Eulerian description will be used. The
differential equation in this example is completed with:
ρ
the initial condition:
ρ = 0for0 x L and t = 0,
the boundary conditions:
ρ = ρ
0 (with
ρ
0 a constant) for x
=
0and t
>
0
∂ρ
x =
0 (no outflow of material) for x
=
L and t
>
0.
Even for this very simple situation an exact solution is very difficult to determine.
A numerical approach (for example by means of the Finite Element Method) can
lead to a solution in a simple way. This is the topic of Chapter 14 . Here, it can be
stated that the solution for
ρ
( x , t )at t
→∞
has to satisfy
ρ
( x , t )
= ρ 0 for all x .A
large number of closed form solutions can be found in [ 4 ].
For filtration problems Darcy's law can be applied:
=− κ
ρ
v
p ,
(13.44)
with
the permeability. The mass balance, see Section 11.2 , can be written as
follows:
κ
δρ
δ
t + ∇· ( ρ v ) = 0.
(13.45)
Further elaboration is limited to stationary filtration (time t does not play a role).
In that case
δρ
δ
∇· ( ρ v ) = 0.
t = 0 and so
 
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