Environmental Engineering Reference
In-Depth Information
Ω +
S . By Theorem 8 in Section 7.8, we have, for M
S
1
r PM
d S
u
)
n =
μ (
+
πμ (
)
P
2
M
n
S
μ (
P
)
cos
(
PM
,
n
)
=
d S
+
2
πμ (
M
) .
r PM
S
Thus the Neumann internal problems are transformed into Fredholm integral equa-
tions of the second kind regarding
1
2
μ (
M
)=
K
(
M
,
P
) μ (
P
)
d S
+
f
(
M
) ,
(7.162)
π
S
where K
(
M
,
P
)
is the same as in the Dirichlet problems.
Second External Boundary-Value Problems (Neumann External Problems)
By following a similar approach as that used in obtaining Eq. (7.162), we can trans-
form the Neumann external problems into Fredholm integral equations of the second
kind regarding
1
2
μ (
M
)=
K
(
M
,
P
) μ (
P
)
d S
+
f
(
M
) ,
(7.163)
π
S
S
)=
u
Ω that is also the inner normal of
where f
(
M
, n is the outer normal for
n
the closed surface S .
(
,
)
Remark 1 . In integral equations (7.160)-(7.163), the kernel K
M
P
and its trans-
pose K
(
P
,
M
)
satisfy
K
(
M
,
P
)=
K
(
P
,
M
) .
By using these relations, the four equations become
1
2
τ (
M
)=
K
(
M
,
P
) τ (
P
)
d S
f
(
M
) ,
(7.160')
π
S
1
2
τ (
M
)=
K
(
M
,
P
) τ (
P
)
d S
+
f
(
M
) ,
(7.161')
π
S
1
2
μ (
M
)=
K
(
P
,
M
) μ (
P
)
d S
+
f
(
M
) ,
(7.162')
π
S
1
2
μ (
M
)=
K
(
P
,
M
) μ (
P
)
d S
+
f
(
M
) .
(7.163')
π
S
 
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