Environmental Engineering Reference
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(b) What is the concentration at the release point after
24 hours?
(
)
g
ξ η ζ
,
,
d d d
ξ η ζ
x
y
z
2
2
2
(
) =
c x y z t
,
,
,
3
2
x
y
z
(
)
1
1
1
4
t
D D D
x
y
z
2
2
2
(
)
(
)
(
)
x
ξ
y
η
z
ζ
Solution
exp
4
D t
4
D t
4
D t
x
y
z
(a) The concentration as a function of time is given
by
(3.139)
where the contaminant source is located in the region
x ∈ [ x 1 , x 2 ], y ∈ [ y 1 , y 2 ], z ∈ [ z 1 , z 2 ]. Superposition in time
can also be applied to yield the concentration distribu-
tion, c ( x , y , z , t ), resulting from a continuous mass input
m ( ) as
M
x
D t
2
y
D t
2
z
D t
2
c x y z t
( ,
,
, )
=
exp
3
2
4
4
4
x
y
z
(
4
π
t
)
D D D
x
y
z
In this case, M = 1 kg, D x = 10 m 2 /s, D y = 15 m 2 /s,
D z = 0.1 m 2 /s, and therefore, the concentration as a
function of time at x = 100 m, y = 100 m, z = 10 m,
is given by
( )
m d
τ
τ
t
(
) =
c x y z t
,
,
,
3
2
0
[
]
(
)
4
π
t
τ
D D D
x
y
z
x
D t
2
y
2
z
D t
z
2
exp
)
)
1
(
(
(
)
4
τ
4
D
t
τ
4
τ
c
(
100 100 10
,
,
, )
t
=
x
y
3
2
(
4
π
t
)
10 15 0 1
100
4 10
(
)(
)( . )
(3.140)
2
2
2
100
4
10
4 0 1
exp
where the transient source is located at x = 0, y = 0,
z = 0. In the case of a distributed transient source,
m x y z t
(
)
t
(
15
)
t
( . )
t
0 00580
.
667
kg/m
( , , , ) , the resulting concentration distribution,
c ( x , y , z , t ), is given by
=
exp
3
3
2
t
t
ξ η ζ τ ξ η ζ τ
π
(
)
m
,
,
,
d d d d
t
x
y
z
2
2
2
(
) =
c x y z t
,
,
,
(b) The concentration, c 0 , at the release point, x = 0,
y = 0, z = 0, is given by
3
2
[
]
4
(
t
τ
)
D D D
x
0
x
y
z
1
1
1
y
z
(
)
2
(
)
2
(
)
2
x
D t
ξ
y
D t
η
z
D t
ζ
exp
)
)
(
(
(
)
4
τ
4
τ
4
τ
1
0 00580
.
x
y
z
c
=
=
kg/m
3
0
3
2
3
2
(3.141)
(
4
π
t
)
(
10 15 0 1
)(
)( . )
t
3.3.3.2  Instantaneous  Point  Source  in  Shear  Flow. 
Diffusion of a tracer released instantaneously into a
water environment where the mean velocity varies spa-
tially in one or more of the coordinate directions is
commonly encountered in coastal waters. Consider a
three-dimensional flowing environment in which the
velocity, V , is oriented along the x axis and described by
the relation
and at t = 24 hours = 86,400 seconds, the concentra-
tion at the release point, c 0 , is given by
0 00580
.
10
3
4
c 0
=
=
2 29 10
.
×
kg/m
=
2 29 10
.
×
µ
g/L
3
2
86 400
,
Concentrations at this level would not be detect-
able, and the contaminant concentration can be
taken as zero, for all practical purposes.
V V t
=
0 ( ) λ
+
y
+
λ
z
(3.142)
y
z
where λ y and λ z are the rates of change of velocity with
distance in the y and z coordinate directions, respec-
tively, and V 0 ( t ) is the time-varying magnitude of the
velocity at the origin of the coordinate system. The con-
centration distribution resulting from the instantaneous
release of a mass, M , at the origin is given by (okubo
and Karweit, 1969)
3.3.3.1  Spatially  and  Temporally  Distributed 
Sources.  The principle of superposition can be applied
to the fundamental solution of the three-dimensional
diffusion equation to yield the concentration distribu-
tion, c ( x , y , z , t ), resulting from an initial mass distribu-
tion (per unit volume), g ( x , y , z ), as
 
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