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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