Environmental Engineering Reference
In-Depth Information
Thus the PDS (7.42) is transformed into
⎧
⎨
Δ
v
=
0
,
0
<
x
<
a
,
0
<
y
<
b
,
v
x
(
0
,
y
)=
v
(
a
,
y
)=
0
,
(7.43)
⎩
v
(
x
,
0
)=
f
(
x
)
,
v
(
x
,
b
)=
g
(
x
)
.
where
q
2
(
1
2
(
x
2
a
2
x
2
a
2
f
(
x
)=
−
−
)
,
g
(
x
)=
−
−
)(
pb
+
q
)
.
(7.44)
By Table 2.1 , we can expand
v
(
x
,
y
)
by
∞
k
=
0
Y
k
(
y
)
cos λ
k
x
,
v
=
)
π
2
a
. Substituting this into the Laplace equation in PDS (7.43)
yields the ordinary differential equation
Y
k
(
λ
k
=
(
2
k
+
1
where
y
)
, whose general solution can be readily
determined. Finally, we obtain
v
so that it satisfies the Laplace equation and the
boundary conditions with respect to
x
in PDS (7.43).
(
x
,
y
)
∞
k
=
0
(
a
k
e
λ
k
y
b
k
e
−
λ
k
y
v
=
+
)
cos
λ
k
x
,
(7.45)
where constants
a
k
and
b
k
can be determined by applying the boundary conditions
with respect to
y
in PDS (7.43)
a
k
=
β
k
e
−
λ
k
b
b
k
=
α
k
−
β
k
e
λ
k
b
−
−
α
k
,
λ
k
b
.
(7.46)
−
2sh
λ
k
b
2sh
Here
a
0
−
k
+
1
q
2
a
q
2
(
2
(
−
1
)
x
2
a
2
α
k
=
−
)
cos
λ
k
x
d
x
=
,
3
k
a
λ
a
0
−
k
+
1
2
a
1
2
(
2
(
−
1
)
(
pb
+
q
)
x
2
a
2
β
k
=
−
)(
pb
+
q
)
cos
λ
k
x
d
x
=
.
3
k
a
λ
Finally, we obtain the solution of PDS (7.42) by substituting Eq. (7.46) into
Eq. (7.45) and using the relation between
v
(
x
,
y
)
and
u
(
x
,
y
)
p
2
y
q
2
x
2
a
2
u
=
v
(
x
,
y
)+(
−
)
+
∞
k
=
0
k
(
−
)
1
=
2
λ
k
b
[(
pb
+
q
)
sh
λ
k
(
y
−
b
)
−
q
sh
λ
k
y
]
cos
λ
k
x
3
k
sh
λ
1
2
(
x
2
a
2
+
py
+
q
)(
−
)
.
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