Environmental Engineering Reference
In-Depth Information
1.8
Numeric C/C0; 35d; C0=0.05M; L=20cm
Test C/C0; 35 days; C0=0.15M; L=10cm
Numeric pH; 35d
Test pH; 35 days
1.6
1.4
1.2
1
0.8
15d C/C
0
0.6
35d pH
0.4
35d C/C
0
0.2
0
0
0.2
0.4
Distance from anode end, X/L
0.6
0.8
1
Figure 5.3
Variation of total lead (Pb) concentration and pH distribution as predicted by
Cao (1997) model and measured by experiment for a 35.day duration (After Pamukcu,
2009)
between the applied electrical and pressure (hydraulic) gradients (Ishido
and Mizutani, 1981, Morgan et al., 1989; Revil and Pezard, 1999; Revil et
al., 2007; Saunders et al., 2008; Jackson, 2010). The general relationship
between the fluxes of electric current (
I
) and fluid volume flow (
q
), and the
electric potential gradient (
E)
and fluid pressure gradient (
P)
are given
∇
∇
as (Jackson, 2010):
I LELP
qLELP
=−
∇ −
∇
⎧
⎩
(5.48)
ee
ev
=−
∇ −
∇
ve
vv
Where, L
ij
are the phenomenological coefficients. The term L
ee
∇
E
rep-
resents Ohm's law, and the term L
vv
∇
P
represents Darcy's law. The terms
E
and correspond to the coupling effect. In order to give
explicit expressions of L
ij
coefficients for a general porous medium, Ishido
and Mizutani (1981) used a capillary tube model with cross-sectional area
of A (m
2
), overall length L (m) in the direction of general flow, the length
of a tortuous pore channel as Lf
f
, and the free cross-sectional area available
to flow as A
f
. The porosity (n), tortuosity (t), specific internal area S (m
-1
),
and the hydraulic radius h (m) of the model is defined as:
L
ev
∇
P
and L
ve
∇
AL
AL
L
L
S
AL
AL
S
f
f
f
f
f
f
n
t
S
h
nS
−
1
(5.49)
=
,
=
,
=
,
=
=
f
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