Environmental Engineering Reference
In-Depth Information
6.4.4 Summary and Remarks
Summary
The solution of
⎧
⎨
u
t
τ
0
+
B
2
∂
∂
A
2
u
tt
=
Δ
u
+
t
Δ
u
+
f
(
M
,
t
)
,
Ω
×
(
0
,
+
∞
)
,
(6.90)
⎩
L
(
u
,
u
n
)
|
∂Ω
=
0
,
u
(
M
,
0
)=
ϕ
(
M
)
,
u
t
(
M
,
0
)=
ψ
(
M
)
is
1
τ
W
ϕ
(
0
+
∂
B
2
W
λ
mnk
ϕ
(
u
=
M
,
t
)+
M
,
t
)
∂
t
t
+
W
ψ
(
M
,
t
)+
W
f
τ
(
M
,
t
−
τ
)
dτ
(6.91)
0
where
⎧
⎨
0
<
x
<
l
1
,
one-dimensional case
,
Ω
:
0
<
x
<
l
1
,
0
<
y
<
l
2
,
two-dimensional case
,
⎩
0
<
x
<
l
1
,
0
<
y
<
l
2
,
0
<
z
<
l
3
,
three-dimensional case
.
Ω
.
∂Ω
: the boundary of
⎧
⎨
λ
,
one-dimensional case
,
m
λ
mnk
=
λ
m
+
λ
n
,
two-dimensional case
,
⎩
λ
m
+
λ
n
+
λ
k
,
three-dimensional case
.
⎧
⎨
M
m
,
one-dimensional case
,
M
mnk
=
M
m
M
n
,
two-dimensional case
,
⎩
M
m
M
n
M
k
,
three-dimensional case
.
⎧
⎨
X
m
(
x
)
,
one-dimensional case
,
F
mnk
(
M
)=
X
m
(
x
)
Y
n
(
y
)
,
two-dimensional case
,
⎩
X
m
(
x
)
Y
n
(
y
)
Z
k
(
z
)
,
three-dimensional case
.
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