Environmental Engineering Reference
In-Depth Information
Note that u η η = 0 =
1
a ψ ( ξ )
, u
(
P
)= ϕ (
x
y
)
, u
(
Q
)= ϕ (
x
+
y
)
.Also, MP and
QM satisfy
ξ =
x
(
y
η )
,
ξ =
x
+(
y
η )
, respectively. The solution of PDS (5.12)
becomes
x + y
1
2 [ ϕ (
1
2 a
u
(
x
,
y
)=
x
y
)+ ϕ (
x
+
y
)]+
y ψ ( ξ )
d
ξ
x
2 a 2 y
x +( y η )
f
d
1
ξ , a
+
d
η
ξ .
0
x
(
y
η )
Step 4. Solution of PDS (5.11).
Since y
=
at ,wehave
η =
a
τ
and d
η =
a d
τ
. Thus the solution of PDS (5.11) is
x + at
)= ϕ (
x
at
)+ ϕ (
x
+
at
)
1
2 a
u
(
x
,
y
+
ψ ( ξ )
d
ξ
2
x at
t
x + a ( t τ )
1
2 a
+
d
τ
f
( ξ , τ )
d
ξ .
0
x
a
(
t
τ )
This is the same as what we obtained by using integral transformations, the method
of characteristics or the method of descent.
5.2 Riemann Method and Method of Laplace Transformation
for One-Dimensional Cauchy Problems
In this section we use the Riemann method and the method of Laplace transforma-
tiontosolve
u t + τ 0 u tt =
a 2 u xx +
f
(
x
,
t
) , − <
x
< + ,
0
<
t
,
(5.15)
u
(
x
,
0
)= ϕ (
x
) ,
u t (
x
,
0
)= ψ (
x
) .
By the solution structure theorem, we can focus on solving
u t + τ 0 u tt =
a 2 u xx , − <
x
< + ,
0
<
t
,
(5.16)
u
(
x
,
0
)=
0
,
u t
(
x
,
0
)= ψ (
x
) .
 
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