Environmental Engineering Reference
In-Depth Information
Therefore, the concentration at the source after 10
minutes is 567 mg/L.
(d) The steady-state concentration at the source is
obtained by taking the limit as t → ∞ in Equation
(3.105), which gives
2
2 10 0 20 1 63
exp ( .
0 20 100
2 10
)(
)
c (
100 600 =
,
)
(
1 1 63
+
.
)
(
)( .
)( .
)
(
)
100
+
( .
0 20 600 1 63
)(
)( .
)
erf
1
2
(
10 600
)(
)
( .
0 20 100
2 10
)(
)
(
)
exp
1 1 63
.
M
AV
M
AV
(
)
c
(
) =
( ,
0 ∞ =
)
erf
Γ
Γ
100
( .
0 20 600 1 63
)(
)( .
)
erf
1
2
10 0 20 1 63
2
(
10 600
)(
)
c ( ,
0
∞ =
)
=
0 612
.
kg/m
3
=
612
mg/L
(
)( .
)( .
)
=
0 234
.
kg/m
3
=
234
mg/L
Therefore, the steady-state concentration at the
source is 612 mg/L.
Therefore, the concentration 100 m downstream of
the source after 10 minutes is 234 mg/L.
3.3.2 Diffusion in Two Dimensions
(b) The steady-state concentration at x = 100 m is given
by Equation (3.106) as
In cases where a tracer is completely mixed over one
dimension, further mixing can only occur in the other
two dimensions. Such a case is illustrated in Figure 3.17,
where at any ( x , y ) location, complete mixing has already
occurred in the z direction, and further mixing can only
occur in the x and y dimensions. The fundamental dif-
fusion equation describing two-dimensional diffusion is
given by
M
AV
Vx
D x
c x
( ,
∞ =
)
exp
(
1
Γ
)
Γ
2
2
10 0 20 1 63
( .
0 20 100
2 10
)(
)
c (
100
,
)
=
) exp
(
1 1 63
.
)
(
)( .
)( .
(
)
3
=
0 325
.
kg/m
=
325
mg/L
c
t
2
c
2
c
Therefore, the steady-state concentration 100 m
downstream of the source is 325 mg/L.
(c) The concentration at the source at t = 10 minutes =
600 seconds is given by Equation (3.105) as
=
D
+
D
(3.109)
x
y
x
2
y
2
with initial and boundary conditions given by
M
AV
Vt
D t
x
Γ
M
L
c
( , )
0
t
=
erf
(3.110)
c x y
( ,
, )
0 =
δ
( ,
x y
)
Γ
2
2
10 0 20 1 63
( .
0 20 600 1 63
2
)(
)( .
)
c
(
±∞ ± ∞
,
, )
t
= 0
(3.111)
c ( ,
0 600
)
=
erf
(
)( .
)( .
)
(
10 600
)(
)
where M is the mass of tracer injected instantaneously
at t = 0, L is the length over which the mass is uniformly
=
0 567
.
kg/m
3
=
567
mg/L
typical ( x,y ) location
z
top boundary
L
tracer uniformly mixed over depth
bottom boundary
y
x
Figure 3.17. Two-dimensional diffusion.
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