Environmental Engineering Reference
In-Depth Information
is
t
u
=
W f τ (
x
,
y
,
t
τ )
d
τ
0
t
1
t
τ
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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