Environmental Engineering Reference
In-Depth Information
1
τ
1
τ
2
W
ϕ
∂
2
W
ϕ
∂
1
τ
0
∂
W
ϕ
∂
+
∂
+
∂
∂
0
∂
W
ϕ
∂
+
∂
A
2
A
2
=
−
Δ
W
ϕ
−
Δ
W
ϕ
=
0
,
t
t
2
t
t
t
2
0
which indicates that
u
1
satisfies the equation of PDS (4.4) at
f
=
0. Also
L
u
1
∂Ω
=
L
1
W
ϕ
,
1
W
ϕ
∂Ω
,
∂
u
1
∂
τ
0
+
∂
∂
∂
τ
0
+
∂
n
∂
t
n
∂
t
∂Ω
+
∂Ω
L
W
ϕ
,
∂
∂
∂
t
L
W
ϕ
,
∂
1
τ
W
ϕ
∂
W
ϕ
∂
=
n
n
0
τ
0
L
W
ϕ
,
∂Ω
+
∂
L
W
ϕ
,
∂
∂Ω
1
∂
∂
W
ϕ
∂
=
n
W
ϕ
=
0
.
∂
t
n
This shows that
u
1
satisfies the boundary conditions of PDS (4.4).
Finally,
1
W
ϕ
t
=
0
=
t
=
0
+
∂
t
=
0
=
ϕ
(
W
ϕ
∂
τ
0
+
∂
1
τ
0
W
ϕ
(
,
)=
)
.
u
1
M
0
M
∂
t
t
Also,
t
=
0
=
∂
1
W
ϕ
t
=
0
=
1
t
=
0
2
W
ϕ
∂
∂
u
1
∂
τ
0
+
∂
τ
0
∂
W
ϕ
∂
t
+
∂
t
2
t
∂
t
∂
t
W
ϕ
t
=
0
=
A
2
=
Δ
0
.
1
W
ϕ
(
τ
0
+
∂
=
,
)
Therefore,
the
u
1
M
t
is the solution of PDS (4.4)
∂
t
=
ψ
=
at
f
0.
2. Since
W
f
τ
(
,
−
τ
)
M
t
satisfies
⎧
⎨
2
W
f
τ
∂
τ
0
∂
1
W
f
τ
∂
t
+
∂
A
2
=
Δ
W
f
τ
,
Ω
,
0
<
τ
<
t
<
+
∞
,
t
2
L
W
f
τ
,
∂
∂Ω
=
W
f
τ
∂
0
,
n
⎩
t
=
τ
=
W
f
τ
t
=
τ
=
∂
∂
0
,
t
W
f
τ
f
(
M
,
τ
)
,
therefore
2
u
3
∂
τ
0
∂
1
u
3
∂
t
+
∂
1
τ
0
∂
∂
t
A
2
t
2
−
Δ
u
3
=
W
f
τ
(
M
,
t
−
τ
)
d
τ
t
0
t
2
2
+
∂
t
t
A
2
W
f
τ
(
M
,
t
−
τ
)
d
τ
−
Δ
W
f
τ
(
M
,
t
−
τ
)
d
τ
∂
0
0
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