Environmental Engineering Reference
In-Depth Information
F
−
1
¯
Note that
[
ψ
(
ω
)] =
ψ
(
M
)
,
sin
t
(
c
2
F
−
1
⎡
⎤
A
ω
)
2
−
⎣
⎦
(
A
ω
)
2
−
c
2
sin
t
c
2
(
ω
)
2
−
A
1
e
iω
·
r
d
=
(
ω
1
d
ω
2
d
ω
3
3
(
2
π
)
A
ω
)
2
−
c
2
R
3
⎛
2
⎞
⎠
e
−
iωβ
d
A
i
r
e
iω
r
cos θ
+
∞
At
π
1
2
A
1
⎝
c
=
t
2
−
−
I
0
β
d
ω
(
2
π
)
2
0
−
At
0
⎡
⎛
2
⎞
⎠
cos
⎤
A
+
∞
At
1
1
Ar
⎣
⎝
c
⎦
sin
=
ω
I
0
t
2
−
ωβ
d
β
ω
r
d
ω
(
2
π
)
2
−
At
0
r
+
At
c
t
2
d
+
∞
1
−
(
r
−
ρ
)
2
=
I
0
ω
sin
ωρ
d
ρ
ω
2
Ar
A
2
4
π
0
r
−
At
=
v
1
(
M
,
t
)
,
(5.114)
where we have used Eq. (5.111). Therefore, by the convolution theorem
v
(
M
,
t
)=
v
1
(
M
,
t
)
∗
ψ
(
M
)
.
Finally, the solution of
⎧
⎨
u
t
τ
0
+
A
2
R
3
=
+
(
,
,
,
)
,
×
(
,
+
∞
)
,
u
tt
Δ
u
f
x
y
z
t
0
(5.115)
⎩
u
(
x
,
y
,
z
,
0
)=
ϕ
(
x
,
y
,
z
)
,
u
t
(
x
,
y
,
z
,
0
)=
ψ
(
x
,
y
,
z
)
is, by the solution structure theorem,
1
W
ϕ
(
t
τ
0
+
∂
u
(
x
,
y
,
z
,
t
)=
M
,
t
)+
W
ψ
(
M
,
t
)+
W
f
τ
(
M
,
t
−
τ
)
d
τ
∂
t
0
⎡
⎣
e
−
1
τ
τ
0
0
+
∂
t
=
2
v
1
(
ξ
,
η
,
ζ
,
t
)
ϕ
(
x
−
ξ
,
y
−
η
,
z
−
ζ
)
d
ξ
d
η
d
ζ
∂
t
R
3
Search WWH ::
Custom Search