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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