Environmental Engineering Reference
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is
t
u
=
W
f
τ
(
x
,
y
,
t
−
τ
)
d
τ
0
t
1
t
−
τ
2τ
0
d
e
−
=
τ
2
π
A
0
ch
A
A
2
(
−
τ
)
2
−
(
−
ξ
)
2
−
(
−
η
)
2
t
x
y
A
2
·
f
(
ξ
,
η
,
τ
)
d
ξ
d
η
.
(5.70)
(
t
−
τ
)
2
−
(
x
−
ξ
)
2
−
(
y
−
η
)
2
D
A
(
t
−
τ
)
A superposition of Eqs. (5.67) and (5.69) forms the counterpart of the Poisson for-
mula of two-dimensional wave equations. Similarly, Eq. (5.70) is the counterpart of
the Kirchhoff formula.
Remark.
The unit of
u
is
Θ
in Eqs. (5.67), (5.69) and (5.70). In Eq. (5.69), for
example
T
−
1
LT
−
1
[
c
]=
,
[
A
]=
,
c
A
2
2
2
(
At
)
−
(
x
−
ξ
)
−
(
y
−
η
)
=
1
and
⎡
⎤
1
2
1
A
τ
0
+
∂
ch
⎣
⎦
[
u
]=
2
ϕ
(
ξ
,
η
)
d
ξ
d
η
∂
t
2
2
(
At
)
−
(
x
−
ξ
)
−
(
y
−
η
)
TL
−
1
T
−
1
L
−
1
L
2
=
·
·
·
Θ
·
=
Θ
.
5.4.4 Verification of CDS
We demonstrate here that the
u
in Eqs. (5.67), (5.69) and (5.70) satisfies the initial
conditions.
1.
The
u
in Eq. (5.67)
By Eq. (5.67), it is clear that
u
(
x
,
y
,
0
)=
0
.
For conciseness,
denote the integrand of double integral in Eq. (5.67) by
K
(
ψ
)
. After using the
generalized mean value theorem for integral, we have
ch
D
At
d
ξ
d
η
K
(
ψ
)
d
σ
=
ψ
2
.
2
2
(
)
−
(
−
ξ
)
−
(
−
η
)
At
x
y
D
At
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