Environmental Engineering Reference
In-Depth Information
where F
[
u tt ]=
u tt ( ω ,
t
)
has been used. The solution of the above equation is
u
( ω ,
t
)=
A
( ω )
cos
ω
at
+
B
( ω )
sin
ω
at
,
A
( ω )
and B
( ω )
can be determined by initial conditions u
( ω ,
0
)=
0and u t ( ω ,
0
)=
¯
ψ ( ω )
ω
ψ ( ω )
¯
( ω )=
( ω )=
as A
0, B
. Thus
a
¯
e at
ψ ( ω )
ω
¯
1
2 a
ψ ( ω )
i
ψ ( ω )
i
¯
e at
u
( ω ,
t
)=
sin
ω
at
=
.
a
ω
ω
Using the integral property and the shifting property of Fourier transformations and
taking an inverse transformation leads to
x + at
1
2 a
u
(
x
,
t
)=
W ψ (
x
,
t
)=
ψ ( ξ )
d
ξ .
x
at
The solution of PDS (2.60) thus follows from the solution structure theorem
t
=
u
t W ϕ +
W ψ (
x
,
t
)+
W f τ (
x
,
t
τ )
d
τ ,
(2.61)
0
where f τ =
f
(
x
, τ )
.Since
x + at
W ϕ
2 a
1
ξ = ϕ (
x
+
at
)+ ϕ (
x
at
)
=
ϕ ( ξ )
d
,
t
t
2
x at
the solution of
u tt
a 2 u xx
=
, − <
x
< + ,
0
<
t
,
(
,
)= ϕ (
) ,
(
,
)= ψ (
)
u
x
0
x
u t
x
0
x
reads
x + at
)= ϕ (
x
+
at
)+ ϕ (
x
at
)
1
2 a
u
(
x
,
t
+
ψ ( ξ )
d
ξ .
(2.62)
2
x at
This is called the D'Alembert formula of one-dimensional wave equation .
The solution of
u tt =
a 2 u xx +
f
(
x
,
t
) , − <
x
< + ,
0
<
t
,
u
(
x
,
0
)=
0
,
u t
(
x
,
0
)=
0
is
t
x + a ( t τ )
1
2 a
u
(
x
,
t
)=
f
( ξ , τ )
d
ξ
d
τ ,
(2.63)
0
x a ( t τ )
which is called the Kirchhoff formula of one-dimensional wave equation .
 
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