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Figure 7.7 Cumulative outflow volume with time ( after Asadi et al ., 2011c).
Figure 7.8 Variation of coefficient of electroosmotic permeability with time ( after Asadi et al ., 2011c).
3 days and were observed to diminish to a minimum rate after 240 hours (Figure 7.8).
Since the ζ of the H7 peat was higher than that of the H3 peat, the amorphous peat
showed a higher k e (Asadi et al . 2011c).
The average electroosmotic peat water transport efficiencies ( k i ) of the H3, H5 and
H7 peats were 2.92
10 2 mLA 1 s 1 , respectively. k i
was calculated from the flow rate and current of each peat specimen. k i (net flow per
sec/(average voltage gradient
10 2 , 5.32
10 2 , and 6.36
×
×
×
cross-sectional area)) is an indicator of the efficiency
of the electroosmotic dewatering. The maximum k i of the H7 peat was higher than
that of H3 and H5. The k i of the peats increased after 2 to 3 days and were observed
to diminish to a minimum rate after 240 hours (Asadi, 2010) (Figure 7.9).
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