1-s2.0-S0011916410000378-main
-
Upload
gregorio-gonzalez-zamarripa -
Category
Documents
-
view
220 -
download
0
Transcript of 1-s2.0-S0011916410000378-main
-
7/27/2019 1-s2.0-S0011916410000378-main
1/5
Performance evaluation of electrocoagulation process using iron-rod electrodes forremoving hardness from drinking water
M. Malakootian , H.J. Mansoorian, M. Moosazadeh
Department of Environmental Health, School of Public Health, Kerman University of Medical Sciences, Iran
a b s t r a c ta r t i c l e i n f o
Article history:
Received 11 September 2009
Received in revised form 11 January 2010Accepted 15 January 2010
Available online 19 February 2010
Keywords:
Electrocoagulation
Hardness removal
Iron-rod electrode
Drinking water
Hard water causes many problems in domestic and industrial usage. The growing demands for water of high
quality necessitate the development of modern and cost-effective technologies for softening hard and very
hard waters. One of these techniques is the electrocoagulation process (EC). The purpose of this study was to
investigate the efficiency of EC process in removal of water hardness through iron-rod electrodes in different
circumstances. This study was conducted as a pilot plant. Experimental water sample was taken from water
distribution network of Anar City located in northwestern part of Kerman Province, Iran. The indices for
calcium and total hardness removal in pH (3.0, 7.0, and 10.0), electrical potential of 6, 12, and 24 V and
reaction times of 10, 20, and 30 min were measured. The maximum efficiency of hardness removal which
was obtained in pH 10.0, voltage of 12 and reaction time of 60 min are equal to 98.2% and 97.4% for calcium
and total hardness, respectively. Final pH of remained solution has also increased which rises with acidic pH
and decreases in alcoholic pH, so the results demonstrate the direct effect of pH, potential difference and
reaction time on hardness removal using EC process.
2010 Elsevier B.V. All rights reserved.
1. Introduction
Suitable and available water for human consumption is highly
limited and likewise, available drinking water has been reduced
because of the pollution created naturally and artificially [13].
Among water quality parameters, hardness has always been
investigated as an important factor [4]. Moreover, water hardness
is an essential parameter in industrial water consumption in
manufacturing of high-quality products [5]. Water hardness origi-
nates from existence of cations such as calcium, magnesium; and in
lower traces; aluminum, iron and other bivalent and trivalent
cations. Among hardness causes, ions, calcium and magnesium are
identified as main factors of hardness [69]. Hard water causes many
problems in domestic and industrial consumptions like scale
formation in hot water pipes, kitchen devices, water supply facilities,
boilers, cooling towers, membrane clogging, declining efficiency of
heat exchangers and reaction to the soap and formation of hard
foam [4,1013]. Additionally, soft water is preferred to be hard
enough to prevent Nephritis [7]. Hence, water hardness is one of the
compounds which has to be removed and this process is called
water softening [2,13]. WHO Recommendation for drinking water's
hardness is based on maximum 500 mg/l calcium carbonate [10]. Ofdifferent technologies which need adding chemicals for water
softening, are chemical precipitation and ion exchange and those
which do not need to add chemicals; include reverse osmosis,
electrodialysis, nano-filteration, crystallization, distillation and evap-
oration [1,3,6,9,1417]. These techniques have some problems such
as increased sludge, permanent water hardness, water salts like
sodium, annual high operation costs, sediment formation on
membrane, which require an effluent post treatment and disposal
of residual sludge [13,1820]. Recently, growing demand for high-
quality water has justified the development of modern and low cost
technologies for hard and very hard water softening [1,3,19]. One of
these techniques is electrochemical technology such as electrocoa-
gulation process (EC), which is being used for the removal of ions,
organic matters, colloidal and suspended particles, dyes, surfactants,
oil and heavy metals from aqueous environments [2125]. This
procedure has a broader potential to improve the faults of other
water softening equipments [24]. Electrocoagulation process
involves three stages; coagulant formation through dissolution of
metal ions of anode reactor electrode, destabilization of pollutants,
suspended particles and de-emulsification, and aggregation of
instable phases and floc-forming [2,24,2628]. Destabilization of
pollutants, suspended particles and de-emulsification mechanism
can be established through dispersed double layer compression, ion
neutralization species existing in water and wastewaters, and flocs
and sludge forming [23,28]. In this study, iron electrodes have been
used in electrocoagulant process.
Desalination 255 (2010) 6771
Corresponding author. Tel.: +98 341 320 5074; fax: +98 341 320 5105.
E-mail address: [email protected] (M. Malakootian).
0011-9164/$ see front matter 2010 Elsevier B.V. All rights reserved.
doi:10.1016/j.desal.2010.01.015
Contents lists available at ScienceDirect
Desalination
j o u r n a l h o m e p a g e : w w w. e l s e v i e r. c o m / l o c a t e / d e s a l
mailto:[email protected]://dx.doi.org/10.1016/j.desal.2010.01.015http://www.sciencedirect.com/science/journal/00119164http://www.sciencedirect.com/science/journal/00119164http://dx.doi.org/10.1016/j.desal.2010.01.015mailto:[email protected] -
7/27/2019 1-s2.0-S0011916410000378-main
2/5
Following equations, describe EC process in relation to iron
electrode [24]:
1) Anode
FesFe2aq 2e
Fe2aq 2OH
aqFeOH2s
2) Cathode
2H2Ol 2e
H2g 2OH
aq
3) Overall
Fes 2H2OlFeOH2s H2g
From iron electrodes, Ferro ions are released into the solution
through electrolytic oxidation of anode electrode and produce metal
hydroxides after reacting with hydroxide monomer and polymer ions
which completely depend on pH of the solution [24,26]. Flocs created
through this process are much larger than chemical flocs and contain
more stable acid duric and less water bonds [24]. Gases produced
through anode and cathode electrodes during electrolysis cause
flotation and better removal of pollutants [24,29]. EC technology,
compared with other techniques, enjoys some advantages like plain
equipment, easy functionality, short resistance time, no need of
chemicals, low sludge production, sludge stability, suitable sedimen-
tation of sludge, dewatering and environmental compatibility
[21,23,2831]. The aim of this study was to investigate electrocoagu-
lation process efficiency to remove water hardness using rod-iron
electrodes as a substitute for other water softening techniques and
determining pH and optimal current density.
2. Materials and methods
The present study was performed as a pilot experiment in a mini-
plant inside the chemical laboratory of water and wastewater of
Faculty of Health in Kerman University of Medical Sciences, Kerman,Iran. Water samples were taken from water distribution system of
Anar Town located in northwestern tip of Kerman province.
Properties of consumed water sample have been illustrated in
Table 1. Fig.1 shows an overview of Electrocoagulant Equipments
which include power supply (alternating current transformer to
direct current) and iron-rod electrodes with a diameter of 2 mm
connected at a distance of 2 cm into a glass tank with a dimensions of
110100150 mm and a volume of 1.3 L [21]. Electrodes were
connected to the power supply in a monopolar and parallel
arrangement which consume less energy than the series arrangement.
For the purpose of accuracy, each electrode was connected to positive
and negative poles directly and alternately [28,30]; and Mixing speed
was set to be 400 rpm [28]. Water sample hardness rate was
measured using EDTA Titrimetric method based on techniquesmentioned in the book for standard techniques of water and
wastewater experiment [10]. pH of the sample was adjusted using
sulphuric acid and normal sodium hydroxide; the reactor was tested
with water samples of different pHs (3, 7, and 10) under three
voltages (6, 12, and 24). Under each testing conditions, three reaction
durations were tested: 10, 30, and 60 min. Samples were chosen
(25 mL) from themiddle of thereactor using pipettes. Then, preferred
samples were passed through a membranefilterwitha sizeof 0.45 m
in order to remove the formed flocs. Finally, filtered samples were
analyzed concerning their calcium and total hardness. Reactor's pH
Solution was also analyzed at the end of the experiment.
3. Results
In this study, the efficiency of EC process using rod-iron electrodes
for removing water hardness was studied as a substitute for other
hardness removing techniques while using different voltages, pH and
reaction times. The results of present study have been shown in
Figs. 24. Concentration of hardness of water sample used in all
experiments was constant. Fig. 2 shows the efficiency of removing
water hardness in electrical potentials of 6, 12, and 24 V and pH of 3.0.As it was shown, maximum removal efficiency accomplished in
voltage of 24 and reaction time of 60 min with 94.6% and 97.2% for
calcium and total hardness, respectively. Furthermore, final pH of the
solution was increased from 3.0 to 10.37. Figs. 3 and 4 show the
removal efficiencyin thementioned electrical potentials and in pH 7.0
and 10, respectively. In pH 7.0, the maximum removal efficiency was
achieved in voltage 6 and reaction time of 60 min, which was equal to
95.4% and 95.7% for calcium and total hardness, respectively. In pH 10,
the maximum removal efficiencywas 97.4% and 98.2% forcalcium and
Table 1
Properties of water sample, used in experiment.
Rows Parameter Quantity
I Total hardness (mg/L CaCO3) 300
II Calcium hardness (mg/L CaCO3) 138
I II Phenolp ht halein alka linity (m g/L C aCO3) 22
IV Methyl orange alkali nity (mg/L CaCO3) 300
V Turbidity (NTU) 3
VI EC (s/cm) 1612
VII pH 8.35
Fig. 1. Bench-scale EC reactor with monopolar electrodes in parallel connection.
Fig. 2. Efficiency of hardness removal during EC process using iron-rod electrodes;
(initial concentration for total and calcium hardness, respectively: 300, 138 mg/L and
pH=3).
68 M. Malakootian et al. / Desalination 255 (2010) 6771
-
7/27/2019 1-s2.0-S0011916410000378-main
3/5
total hardness, respectively and reached the potential difference of
12 V and reaction time of 60 min, which considered as the maximum
removal efficiency in this study. Final pH for remained solution has
increased from 7 and 10 to 10.54 and 10.63 respectively, as pH does
during the electrocoagulation process.
4. Discussion
4.1. Effect of current density
Density of electricity current is one of the most important
parameters to manage reaction speed in EC processes as the
determining coagulant dosage injected into the solution. In high and
low densities, the alum released into the aqueous environment
decreased while the produced flocs increased, respectively; likewise,
the rate of removal has also been decreased and increased,
respectively [2224]. By increasing the density, speed and efficiency
of removal process, energy and electrode consumption, the amount ofproduced sludge and operating costs was increased, while, reaction
time was decreased [3235]. Thus, the effect of electrical current
intensity on hardness removal from water was obtained in this
research. As it was observed, the removal efficiency was increased;
and the current density and the time considered to be optimal for
similar efficiencies werealso improved, leading to decreased electrical
potential differences.These results are in accordance with thefindings
of arsenic removal study conducted in India, and of chromium carried
out in Iran, mercury removal from water using EC with Al and Fe
electrodes in France and removing humic acid from groundwater
waters using EC in China [22,3538].
In present study, voltage 12 in reaction time of 60 min indicated
maximum removal efficiency, i.e. 98.2% for total hardness and 97.4%
for calcium hardness. Minimum removal efficiency was obtained in
potential difference of 6 V; in general, voltage 12 is suggested to
achieve the desired efficiency.
4.2. pH effect
Inprevious studies, it isproved that pH is an important factor in EC
process and this process is highly dependent on the pH of solution and
has a significant effect on forming metal hydroxide species and
removal mechanism of ions and pollutants [22,26,32,33,39]. Gener-
ally, pH changes during EC process depend on the type of used
electrode and the primary pH [22,26]. pH increase in this process is
attributed to the formationof H2 in cathode electrode and aggregation
of hydroxide ions in the solution [27,33,35]. Therefore, EC process
could act as a pH regulator [33,35]. In this study, three pH-ranges of 3,
7, and 10 were examined in order to investigate the effect of pH on
hardness removal.
Reactions for these three ranges are as follows [40]:
1) Reaction 1 (acid pH)
2Fes 6H2OlO2g 4H2g 2FeOH2s
2) Reaction 2 (neutral pH)
3Fes 8H2OlFeOH2s 2FeOH3s 4H2g
3) Reaction 3 (alkaline pH)
2Fes 6H2Ol2FeOH3s 3H2g
Other reactions may be observed at high pH near the cathode and
provoked the precipitation of the carbonate salt on this electrode,
reaction equation are as these [34] :
HCO3 OH
CO23 H2O
CO23 Ca
2CaCO3
CO2
3 Mg2MgCO3
In these reactions, produced H2 goes upward and causes flotation
and Al (OH)3 and Al (OH)2 precipitate. The results indicated that
maximum and minimum removal efficiency was obtained in pH of
10.0 and 3.0, respectively. pHs (3.0, 7.0, and 10.0) of the remaining
solution were increased to 7.37, 10.54, and 10.63 respectively, which
were high in acidic pH and low in alkaline pH. Concerning iron-rod
electrodes, final pH was always higher than the primary pH. The
results of this study are consistent with the results of studies of
decolorization conducted in Korea, arsenic removal in India, anddiazinon and chromium removal in Iran using EC process [28,33,36].
4.3. Effect of resistance time
In accordance with Faraday Act, the time of electrolysis in EC
process affects the rate of metal ion released into the system [22].
Iron-rod electrodes need shorter resistance time to achieve a desirable
removal efficiency and are cost-effective concerning energy and
electrode consumption, compared with aluminum ones [39]. In this
study, considering the effect of resistance time on hardness removal
through EC process using rod-iron electrodes, it has been shown that
by increasing the reaction time, an enhanced rate of removal resulted;
so that, maximum removal efficiency was achieved in voltage of 12,
pH 10 and the resistance time of 60 min which is in agreement with
Fig. 3. Efficiency of hardness removal during EC process using iron-rod electrodes
(Initial concentration for total and calcium hardness, respectively: 300, 138 mg/L;
pH=7).
Fig. 4. Efficiency of hardness removal during EC process using iron-rod electrodes
(initial concentration for total and calcium hardness, respectively: 300, 138 mg/L;
pH=10).
69M. Malakootian et al. / Desalination 255 (2010) 6771
-
7/27/2019 1-s2.0-S0011916410000378-main
4/5
the results obtained from arsenic removal in India, electrolytical
removal of Cr+6 in UK, the removal of diazinon from aqueous
environments and chromium (VI) of synthetic solutions using EC
process in Iran, removal of indium ions using EC with iron electrodes in
Taiwan, optimization of oil removal from oily wastewaters by EC using
response surface methodand thestudyon thetreatmentof photovoltaic
wastewater using electrocoagulation in Algeria [3436,4143].
4.4. Effect of electrode spacing
In case of solution's boosted resistance, increased distance
between each couple of anode and cathode electrodes leads to
increased voltage. Because of diminished ions aggregation, hydroxide
polymers, decreased rate of suspended solids and absorption of ions
causing water hardness as well and electrostatic force, enhancing
electrolyte constancy and spacing will eventually lead to decreased
removal efficiency [44]. In the current study, distance between anode
and cathode electrodes was chosen to be 2 cm, and by decreasing the
distance, reactions were improved due to the topical increase of
concentration, and as a result, removal efficiency was increased [44].
Our result is in accordance with data from other works like mercury
removal from water using EC with Al and Fe electrodes in France,
removing humic acid from groundwater waters using EC in china andalso Removal of Fe (II) from tap water by electrocoagulation
technique in India [37,43,45].
4.5. The effect of selected electrode's category
In electrochemicalprocesses, the type of the selected electrode has
a significant effect on removal efficiency. Therefore, it is important to
select a suitable type of electrode. The electrode used for drinking
water treatment must be non-toxic, so, iron, aluminum and titanium
electrodes were selected because of their non-toxic nature, cheap and
easy accessibility [33,36]. In this study, regarding the removal of
arsenic, iron-rod electrodes were 62% more efficient than its
aluminum equivalents [35] and due to their high efficiencies, iron
electrodes were used in this study. Initially, the color of the effl
uenttreated by iron-rod electrodes was greenish and then changed into
dark-yellowish. In electrode electrolysis, green and yellow colors
resulted due to ions' ferric and ferro natures. These findings were
similar to those obtained from treatment study of wastewater in
potato-chip manufacturing factory using EC process [33].
4.6. Effect of mixing
Mixing is regarded as an important unit of water treatment which
significantly affects reactions and controlling processes like sedimen-
tation [46]. Using rod electrodes instead of flat equivalent, it was
possible to put more electrodes inside reactor and had a better mixing
process; moreover, time needed to accomplish the operation
problems would be reduced due to the production of more metalhydroxide flocs.
5. Conclusion
Results of this study showed that EC could be used for removing
ions responsible for water hardness. The greater removal effective-
ness has occurred in pH 10, voltage 12 and in time course of 60 min;
which was 98.2% and 97.4% for total calcium hardness and finally
demonstrated the importance of direct pH, potential difference and
the reaction time course on removal of hardness using EC.
These results indicate that using rod-iron electrodes in electro-
coagulation process can be effective in removing water hardness in
different situations like potential difference, acidity, reaction time and
electrode type and spacing.
Acknowledgements
The authors are grateful to Environmental Health research
Commission of Kerman University of Medical Sciences for the project
approval. Moreover, we appreciate the assistance of Ms. Mahshid
Loloei and Ms. Marzieh Gharib.
References
[1] S.C. Low, C. Liping, L. Seng Hee, Water softening using a generic low cost nano-filtration membrane, Desalination 221 (2008) 168173.
[2] B. Van der Bruggen, et al., Application of nanofiltration for removal of pesticides,nitrate and hardness from ground water: rejection properties and economicevaluation, Journal of Membrane Science 193 (2001) 239248.
[3] S. Verssimo, et al., Influence of the diamine structure on the nanofiltrationperformance, surface morphology and surface charge of the composite polyamidemembranes, Journal of Membrane Science 279 (2006) 266275.
[4] J. Saurina, et al., Determination of calcium and total hardness in natural watersusing a potentiometric sensor array, Analytica Chimica Acta 464 (2002) 8998.
[5] A.F. Viero, et al., Removal of hardness and COD from retanning treated effluent bymembrane process, Desalination 149 (2002) 145149.
[6] E. Ildiz, et al., Water softening in a crossflow membrane reactor, Desalination 159(2003) 139152.
[7] M.H. Entezari, M. Tahmasbi, Water softening by combination of ultrasound andion exchange, Ultrasonics Sonochemistry 16 (2009) 356360.
[8] M. Soltanieh, M. Mousavi, Application of charged membranes in water softening:modeling and experiments in the presence of polyelectrolytes, Journal of
Membrane Science 154 (1999) 53
60.[9] N. Kabay, et al., Removal of calcium and magnesium hardness by electrodialysis,Desalination 149 (2002) 343349.
[10] APHA /AWWA /WEF and A.p.h.a.p., 2340, Standard method for examination ofwater and wastewater,20 The Ed, Washington DC. 1999.
[11] S. Ghizellaoui, et al., Softening of Hamma drinking water by nanofiltration and bylime in the presence of heavy metals, Desalination 171 (2004) 133138.
[12] R. Lima, et al., Hardness screening of water using a flow-batch photometricsystem, Analytica Chimica Acta 518 (2004) 2530.
[13] J. SukPark,et al., Removal ofhardness ionsfromtap water usingelectromembraneprocesses, Desalination 202 (2007) 18.
[14] S. Bequet, et al., New composite membrane for water softening, Desalination 131(2000) 299305.
[15] A. Tabatabai, et al., Economic feasibility study of polyelectrolyte-enhancedultrafiltration (PEUF) for water softening, Journal of Membrane Science 100(1995) 193207.
[16] D. Nanda, et al., Effect of solution chemistry on water softening using chargednanofiltration membranes, Desalination 234 (2008) 344353.
[17] A. Mika, et al., Ultra-low pressure water softening:a new approach to membrane
construction, Desalination 121 (1999) 149158.[18] J. Schaep, et al., Removal of hardness from groundwater by nanofiltration,
Desalination 119 (1998) 295302.[19] M. Bodzek, S. Koterb, K. Wesolowsk, Application of membrane techniques in a
water softening process, Desalination 145 (2002) 321327.[20] Y. Mingquan,et al., Effectof polyaluminumchlorideon enhancedsofteningfor the
typical organic-polluted high hardness North-China surface waters, Separationand Purification Technology 62 (2008) 401406.
[21] C. Escobar, et al., Optimizationof theelectrocoagulation process forthe removal ofcopper, lead andcadmiumin natural watersand simulatedwastewater,Journal ofenvironmental management 81 (2006) 384391.
[22] M. Emamjomeh, M. Sivakumar, Fluorideremoval by a continuous flow electro-coagulationreactor,Journalof Environmental Management90 (2009) 12041212.
[23] P.K. Holt, et al., A quantitative comparison between chemical dosing andelectrocoagulation, Colloids Surf. A: Physicochemical and Engineering Aspects211 (2002) 233248.
[24] W.L. Chou, C.T. Wang, K.Y.. Huang, Effect of operating parameters on indium(III) ion removal by iron electrocoagulation and evaluation of specific energy
consumption, Journal of Hazardous Materials (2009).[25] M. Mollah, et al., Electrocoagulation (EC)science and applications, Journal of
Hazardous Materials B 84 (2001) 2941.[26] C.Y. Hu, et al., Effects of co-existing anions on fluoride removal in electro-
coagulation (EC) process using aluminum electrodes, Water Research 37 (2003)4 5134523.
[27] N. Drouiche, et al., Electrocoagulation of chemical mechanical polishingwastewater, Desalination 214 (2007) 3137.
[28] T. Hyun Kim, et al., Decolorization of disperse and reactive dyes by continuouselectrocoagulation process, Desalination 150 (2002) 165175.
[29] O.T. Can, et al., Treatment of the textile wastewater by combined electrocoagula-tion, Chemosphere 62 (2006) 181187.
[30] A. Bukhari, Investigation of the electro-coagulation treatment process for theremoval of total suspended solids and turbidity from municipal wastewater,Bioresource Technology 99 (2008) 914921.
[31] J. Qian Jiang, et al., Laboratory study of electro-coagulationflotation for watertreatment, Water Research 36 (2002) 40644078.
[32] M. Bayramoglu, M. Eyvaz, M. Kobya, Treatment of the textile wastewater byelectrocoagulation Economical evaluation, Chemical Engineering Journal 128
(2007) 155
161.
70 M. Malakootian et al. / Desalination 255 (2010) 6771
-
7/27/2019 1-s2.0-S0011916410000378-main
5/5
[33] M. Kobya, et al., Treatment of potato chips manufacturing wastewater byelectrocoagulation, Desalination 190 (2006) 201211.
[34] N. Mameri, et al., De fluoridation of septentrional Sahara water of north Africa byelectro coagulation process using bipolar aluminum electrodes, Water Research32 (1998) 16041612.
[35] P. Ratna Kumar, et al., Removal of arsenic from water by electrocoagulation,Chemosphere 55 (2004) 12451252.
[36] E. Bazrafshan, et al., Performance evaluation of electrocoagulation process fordiazinon removal from aqueous environments by using iron electrodes, Journal ofEnvironmental Health Science and Engineering 4 (2007) 127132.
[37] C.P. Nanseu-Njiki, et al., Mercury(II) removal from water by electrocoagulation
using aluminium and iron electrodes, Journal of Hazardous Materials 168 (2009)14301436.[38] F.Q. Yan, et al., Removal of humic acid from groundwater by electrocoagulation,
Journal of China University of Mining & Technology 17 (2007) 513515.[39] M. Kobya, O. Can, M. Bayramoglu, Treatment of textile wastewaters by
electrocoagulation using iron and aluminum electrodes, Journal of HazardousMaterials B 100 (2003) 163178.
[40] D. Ghernaout, et al., Application of electrocoagulation in Escherichia coli cultureand two surface waters, Desalination 219 (2008) 118125.
[41] A. Chaudhary, N. Goswami, N. Grimes, Electrolytic removal of hexavalentchromium from aqueous solution, Journal of Chemical Technology and Biotech-nology 78 (2003) 877883.
[42] N. Drouiche, et al., Study on the treatment of photovoltaic wastewater usingelectrocoagulation: fluoride removal with aluminium electrodescharacteristicsof products, Journal of Hazardous Materials 169 (2009) 6569.
[43] W.L. Chou, Y.H. Huang, Electrochemical removal of indium ions from aqueoussolution using iron electrodes, Journal of Hazardous Materials 172 (2009) 4653.
[44] H.L. Sheng, F.P. Chi, Treatment of textile wastewater by electrochemical method,
Water Research 28 (2) (1994) 277
282.[45] D. Ghosh, H. Solanki, M.K. Purkait, Removal of Fe (II) from tap water byelectrocoagulation technique, Journal of Hazardous Materials 155 (2008)135143.
[46] J. Crittenden, et al., Water Treatment: Principles and Design, 2th Ed.John Wileyand sons, New York, 2005 696716.
71M. Malakootian et al. / Desalination 255 (2010) 6771