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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