10 11648 J Ajche 20160401 11 PDF
10 11648 J Ajche 20160401 11 PDF
10 11648 J Ajche 20160401 11 PDF
Email address:
amsadek@ethydco-eg.com (A. M. Sadek)
Abstract: The main goal of this study is to investigate the effectiveness of modified Electro-Fenton process (EF-Fere)
involving ferrous ions regeneration coupled with direct oxidation method on COD reduction of paint manufacturing
wastewater. The present Electro-Fenton cell consisted of stainless steel porous cathode and lead anode covered by PbO2 film.
The performance was measured through studying the effect of different parameters on the percentage of COD removal such as:
ferric ions concentration, initial concentration of wastewater, current density and irradiation of UV light. The parameters
showed high COD removal efficiency 99% for highly contaminated wastewater of 13000 mg/l COD in acidic medium pH=2 at
continuous H2O2 feeding dosage of 1.4 ml/min and current density = 19 mA/cm2 in presence of UV light.
Keywords: Paint Manufacturing Wastewater, Fe2+ Generation, EF-Fere, COD Removal, Direct Oxidation, UV/EF-Fere
concentrated organics-containing paint wastewater. A porous corresponding to current densities of 12.6, 14.7, 19, 21
stainless steel cathode, instead of a plate cathode, is adopted mA/cm2, respectively, by using DC power supply. Ferric
in the electrolytic process. The porous cathode is capable of sulfate was added and dissolved in the organics-containing
reducing the ferric species (ferric sulfate or ferric hydroxide solution at desired concentration, 1500, 1800, 2000, 2300
sludge) to ferrous species more efficiently. Results obtained mg/l. Hydrogen peroxide was added at desired concentration
with synthetic wastewater having COD of 13,000 to 19000 in continuous feeding mode, 1 mL/min, 1.2 mL/min, 1.4
mg/l. Electro Fenton studies were with current density in the mL/min, 1.6 mL/min. All the experiments was performed at
range of 12.6 to 21 mA/cm2 and H2O2 dosage in the range of room temperature 25°C. A magnetic stirrer was used to
1 to 1.6 ml/min and constant pH values of 2. Experiment homogenize the liquid composition. The schematic of the
were carried out in batch reactor using one cylindrical lead experimental setup is shown in fig. 1. Initial pH was adjusted
anode covered by PbO2 film and DC power supply. Factors to a fixed value 2 by using 25 wt.% sulfuric acid. Samples
that affected Fe2+generation and chemical oxygen demand were taken at pre-selected time intervals.
(COD) removal efficiency of organics-containing paint For each run contain 800 mL of the organics containing
wastewater were evaluated in this work. In addition, the UV wastewater. The pH was adjusted by the addition of 25 wt%
irradiation is introduced to the electrolytic system to further H2SO4 solutions. Hydrogen peroxide (50 wt%) was added at
enhance the efficiency of organics degradation. desired concentration in continuous feeding mode. Direct
current from the D. C power supply was passed through the
2. Experimental solution during the 120 minutes of electrolysis run. Samples
were drawn periodically during each experiment. Withdrawn
2.1. Chemicals and Materials samples were diluted 200 times with distilled water and then
COD was measured. The electrodes were washed with
The wastewater used was prepared in the laboratory with H2SO4 solution (25 wt%) before each run in order to remove
different COD using high grade chemicals and double distilled any adhering scales or oxides and then washed with distilled
water. The preparation of the synthetic wastewater is based on water prior to use.
the theoretical oxygen demand of each compound then the
COD of the wastewater was measured to get the actual value
of COD. The wastewater description is given in Table 1.
for different Fe+3 ions (1500, 1800, 2000, 2300 mg/l Fe+3) and
constant current density, pH and initial COD are shown in
figures below. COD removal increases as the concentration of
ferric ions and hydrogen peroxide continuous dosage increase,
the maximum COD reduction obtained for 2000 mg/l Fe+3 and
1.4 ml/min continuous dosage of H2O2 was 90%.
As can be observed, when the dose of ferric ions increased
from 1500 mg/L to 2000 mg/L, the COD removal efficiency
after 2 hours electrolysis increases from 55% to 69% at 1
ml/min H2O2 dose, from 76% to 84% at 1.2 ml/min H2O2
dose and from 80.3% to 90% at 1.4 ml/min H2O2 dose. The
increase of initial ferric ions concentration and hydrogen
Figure 3. Effect of different ferric ions concentration on the percentage of
peroxide continuous dosage was beneficial for the Fe3+ -
COD removal (pH =2, C. D =14.7 mA/cm2, initial COD = 19000 mg/l, time
H2O2 complexes formation (Eq. 1 and Eq. 2), which would = 120 min H2O2 dosage= 1.2 ml/min).
be enhanced and consequently accelerated the formation of
Fe2+ and OH. Thus, organics degradation in the wastewater is
enhanced. However, when initial ferric ions concentration
and H2O2 dosage further increased to 2300 mg/L Fe+3 ions
and 1.6 ml/min H2O2 dose, respectively, COD removal
efficiency instead declined to 83.5%. This observation
probably can be explained by the negative effects of the
presence of large amount of ferric ions: 1) H2O2 consumption
by the Fenton-like reactions is also enhanced, resulting in
lower utilization of H2O2; 2) higher ferric ions concentration
causes the presence of more ferrous ions, which may quench
hydroxyl radicals (Eq.3), leading the COD removal
efficiency of organics because of less available hydroxyl
Figure 4. Effect of different ferric ions concentration on the percentage of
radicals, also COD removal decreased to 86% as the COD removal (pH =2, C. D =14.7 mA/cm2, initial COD = 19000 mg/l, time
concentration of hydrogen peroxide increases at 1.6 ml/min, = 120 min H2O2 dosage= 1.4 ml/min).
this is due to the side reaction between hydrogen peroxide
and hydroxyl radical (Eq.4), this reaction result in the
consumption of hydrogen peroxide as well hydroxyl radical
and the production hydroperoxyl radical, a species with much
weaker oxidizing power compared with hydroxyl radical, and
these are consistent with previous research deals with
degradation of phenol-containing wastewater using an
improved Electro-Fenton processes[20].
Fe3+ + H2O2 → Fe-OOH2+ + H+ (1)
Fe-OOH+ → HO2. + Fe2+ (2)
Fe2+ + OH. → Fe3+ + OH- (3)
Figure 5. Effect of different ferric ions concentration on the percentage of
H2O2 + OH. → HO2. + H2O (4) COD removal (pH =2, C. D =14.7 mA/cm2, initial COD = 19000 mg/l, time
= 120 min H2O2 dosage= 1.6 ml/min).
Figure 14. Effect of UV on the percentage of COD removal (pH =2, Fe+3
=2000 mg/l, H2O2 = 1.4 ml/min, time = 120 min, C. D=19 mA/cm2).
Figure 12. Effect of different current densities on the percentage of COD
removal (pH =2, Fe+3 =2000 mg/l, H2O2 = 1.4 ml/min, time = 120 min,
COD initial= 17000 mg/l). 4. Electrical Energy Consumption and
Electrode Consumption
It is clear that a technically efficient process must also be
feasible economically. The major operating cost of EF is
associated with electrical energy consumption during
process. According to the results presented energy
consumption values ranged from 0.0046777 to 0.0097783
kWh/g COD removed and Pb consumption from 3.34795E-
07 to 5.83211E-07 g Pb / g COD removed at different current
density, It can be concluded that the higher voltage of the
system applied, the weight of the electrode consumed in the
Figure 13. Effect of different current densities on the percentage of COD process has been increased and also the higher the
removal (pH =2, Fe+3 =2000 mg/l, H2O2 = 1.4 ml/min, time = 120 min, concentration of the Fe2+ in the solution which is responsible
COD initial= 19000 mg/l). for H2O2 activation. Also it is noticed that the most economic
concentration of ferric ions is 2000 mg/l which achieves
about 0.004784357 kWh/g COD (energy consumption) and
6 Ahmed Mostafa Sadek et al.: Study on the Treatment of Effluents from Paint Industry by Modified Electro-Fenton Process
2.74672E-07 g Pb/g COD removed (Pb consumption) quench hydroxyl radicals (Eq.3).
because of the presence of more ferrous ions, which may
Figure 15. Effect of ferric ions concentration on the energy consumption and Pb consumption (H2O2 =1.4 ml/min, Current = 1.75A, pH= 2, initial COD
=19000 mg/l).
Figure 16. Effect of initial concentration of waste water on the energy consumption and Pb consumption (H2O2 =1.4 ml/min, Current = 1.75A, pH= 2, Fe+3=
2000 mg/l).
Figure 17. Effect of current density on the energy consumption and Pb consumption (H2O2 =1.4 ml/min, initial COD = 13000 mg/l, pH= 2, Fe+3= 2000 mg/l).
American Journal of Chemical Engineering 2016; 4(1): 1-8 7
Figure 18. Effect of UV on the energy consumption and Pb consumption (H2O2 =1.4 ml/min, current= 2.25 A, pH= 2, Fe+3= 2000 mg/l).
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