Write your message
Volume 15, Issue 1 (January 2021)                   IJT 2021, 15(1): 19-26 | Back to browse issues page

XML Print

Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Ebadi M, Asareh A, Jalilzadeh Yengejeh R, Hedayat N. Investigation of Electro-coagulation Process for Phosphate and Nitrate Removal From Sugarcane Wastewaters. IJT 2021; 15 (1) :19-26
URL: http://ijt.arakmu.ac.ir/article-1-810-en.html
1- Department of Environmental Engineering, Ahvaz Branch, Islamic Azad University, Ahvaz, Iran.
2- Department of Water Sciences and Engineering, Ahvaz Branch, Islamic Azad University, Ahvaz, Iran. , ali_assareh_2003@yahoo.com
3- Department of Environmental Engineering, Dezful Branch, Islamic Azad University, Dezful, Iran.
Full-Text [PDF 920 kb]   (971 Downloads)     |   Abstract (HTML)  (2243 Views)
Full-Text:   (887 Views)
he growing global population, improved hygiene and health standards, and the industrial and economical development across many nations call for renewable water resources. As the demands for water resources by agricultural, industrial, and domestic sectors increase, there will be a corresponding rise in the volume of wastewaters, the major sources of pollution in the environment [1, 2]. The post-modern era is associated with the accumulation of hazardous industrial materials and wastewater effluents, causing major concerns by the global community [3, 4]. 
Rivers and other renewable water resources are vulnerable to the increasing rate of global pollution [5, 6]. Wastewater discharges as surface run-offs are the potential pollution sources for aquifers, the underground layers of water-bearing permeable rocks [7, 8]. 
Recent developments in the agricultural and industrial sectors in Khuzestan Province, Iran, and the associated pollutions call for adopting urgent wastewater treatment measures to mitigate its adverse effect on the environment. The sugarcane wastewater effluents from the plants in Khuzestan contain high levels of phosphate and nitrate. These anions are among the pollutants, the entry of which into the water bodies causes harmful effects on the environment [3, 9, 10]. This renders the pre-treatment and removal of phosphate and nitrate from wastewater bodies an inevitable and crucial issue. 
Electro-coagulation is an emerging wastewater treatment technique. It is the process that produces coagulated materials onsite, using electrical current in aluminum or iron electrodes to produce metal anions in the anode and hydrogen gas in the cathode [11, 1213]. The significant difference between electrical and chemical coagulation is in the method of producing sediments. Chemical coagulation involves adding coagulating materials to wastewaters, causing the production of sediment from pollutants. In electrical coagulation; however, the separation or precipitation process occurs in the presence of metals and metal hydroxides. Based on the latter technique, the colloid matters in water or wastewater are separated by positive electrical charges, resulting in the production of Al+3 and Fe+3 [13, 14, 1516]. If aluminum electrodes are used, the chemical reactions Equations 1, 2, 3 occur in anode, cathode and solution, respectively [17, 18].   

The generated Al+3 and OH- ions in the anode are ultimately shaped in a solid form as Al(OH)3 [19, 20] . Electro-coagulation technique is in fact a combination of oxidation, precipitation and coagulation. Through oxidation in the anode, the sediments are produced and the pollutants become unstable and precipitate. This method has several features, including the applicability to treating various polluted wastewaters, economic and feasible utilization, environmentally friendly, low retention time, easy operation and no need for adding coagulants. In addition, this method produces minimal sludge, the treated water is clear, colorless and without bad odor [14, 16, 21]. The aim of this study was to investigate the effects of specific operational conditions, such as voltage, pH and the retention time for the elimination of phosphate and nitrate contaminants from Hakhim Farabi Agricultural and Industrial farmlands. 
Materials and Methods
 The research was conducted in Hakim Farabi Agricultural and Industrial Sugarcane Farms, 35 kilometers south of Ahvaz, in the Shadegan region (longitude 30°54 to 31°3 E and latitude 48°31 to 48°39 N). The area under cultivation amounts to 120 square kilometers, producing 170,000 tons of refined sugar annually. In addition, it is planned to produce sugar, molas and bagas for medicinal purposes. The industrial wastewater treatment has been developed over a 25000 m2 of land with a capacity of 50 m3 per hour in wastewater treatment. The operation is based on active aerobic and anaerobic sludge processing. The compositions of the spring wastewater processed by this operation are shown in Table 1

Hakim Farabi Agricultural and Industrial Sugarcane Farmlands were selected as the typical sample-taking sites, where the wastewaters are discharged into septic tanks at the treatment plant. Samples were taken from three different points (1/3, 1/2 and 2/3 along the tanks). They were taken at a depth of one meter and kept in a polyethylene container at pH<2 and 4°C. The samples were then transported to the water quality control laboratory, stationed at the above mentioned Farabi farms to perform analyses on the physical and chemical constituents of the samples.   
The elimination process of phosphate and nitrate contaminants was carried out by electro-coagulation method, with their pH levels adjusted at 5, 7, 9 or 11. Some of the wastewater samples were filtered for refinement, using Whatman paper No. 41. The phosphate and nitrate contents of the wastewater samples were determined on a spectrophotometer (Hach, 5000; Loveland, CO, USA). The pH was measured by a pH meter (Lab Metrohm, 827, Switzerland). 
Electrical coagulation process: The electrical coagulation process involved feeding the reservoir of PS 3020 Taiwanese model to convert the alternative current to DC. Six perforated aluminum electrodes (15×3cm, 2mm thick) with an effective area of 45 cm2 each and 3cm apart were placed in a rectangular tank (19×9×18 cm). The tank was made of reinforced glass, totally resistant against acidic corrosion. The six electrodes (3 anodes & 3 cathodes) were placed perpendicular to the direction of the electrical current and were connected to power. The system was started out while adjusting a transformer between 10 and 30 volts with the rotation time of 15, 30, 45 or 60 minutes. The aluminum plates were positioned in the wastewater samples. 
The transformer was switched off at the end of the predetermined rotation times and observing the effects of anode and cathode plates. Each sample was then poured into the laboratory container and filtered on a Whatman paper No. 41. The methodology used to measure nitrate and phosphate contents of the processed samples, was identical to those applied to the control samples but without adjusting the pH or turning on the electrical current. The data obtained from each sample were systematically analyzed and compared to the control samples. The electrodes were initially washed under tap water and wiped with hydrochloric acid at the beginning of each experiment to remove the impurities, and dried before immersing them into the wastewater samples. The schematic configuration of the electro-coagulation system is illustrated in Figure 1

The efficiency of phosphate and nitrate removal was calculated by Equation 4

Where C1 and C0 represent the rates of phosphate and nitrate before and after the electro-coagulation experiments.
The results indicated that at identical reaction time of electrolysis, increasing the voltage from 10V to 30V increased the efficiency of phosphate and nitrate removal. Considering the similarity of the results at different pH values, the data for the experiments conducted at pH7 are shown in Figures 2 and 3 

The effect of different pH values on the phosphate removal efficiency at 30 volt is shown in Figure 4, indicating that the highest phosphate removal was achieved at pH7. 

The effect of pH on the nitrate removal at 30 volt is presented in Figure 5

It shows the highest nitrate removal was achieved at alkaline pH levels. Further, increases in pH values increased the percent removal of the nitrate contaminant.
The effect of the reaction time on the phosphate removal efficiency at different pH values at 30 volts is shown in Figure 6

It reveals that the rates of phosphate removal increased at different pH values with increasing the reaction time. The highest percentage of phosphate removal (99.38%) was achieved at pH7 and a reaction time of 60 minutes. The lowest percent of phosphate removal (50%) was achieved at pH11 and a reaction time of 15 minutes.
The effects of reaction time on the percent removal of nitrate at 30 volts and varying pH values are shown in Figure 7

It was found that an increase in the reaction time increased the percentage of removed nitrate. The highest percentage (88.9 %) of nitrate removal was achieved at pH11 and a reaction time of 60 minutes. The lowest percentage (20%) of nitrate removal was achieved at pH5 and a reaction time of 15 minutes.
As reflected in Figures 2 and 3, the results demonstrated that at equal reaction time and different pH values, the percent removal of phosphate and nitrate increased as the voltage current increased from 10 to 30. According to previous studies [22, 23], the time needed to achieve a similar percentage of removal of these pollutants decreased as the voltage increased and vice versa. The reason is that increases in the current voltage caused increases in electrodes releasing anions, resulting in greater sediment formed due to the pollutant removal [22, 23]. Further, decreases in the bubble size and increases in the rate of bubble formations occurred at higher voltages.  Thus, increasing the voltage increased the sludge formation and the pollutant removal [24]. 
Based on the findings reported by a previous study [25], it was confirmed that the highest percent removal of the parameters was achieved at a reaction time of 60 minutes and electrical potentials of 60-98.8V. These authors studied the effect of reaction time at 15, 30, 45 or 60 minutes and voltage 10, 20, 30, 40, 50 or 60V in the removal of water pollutants, using an electro-coagulation method.  
Based on the results of this study, one may conclude that pH is the main and effective factor in the electro-coagulation process.  As seen in Figure 4, the best efficiency for phosphate removal was achieved at neutral pH. However, the removal efficiency of phosphate decreased as the pH increased. It has been suggested that the phosphate removal efficiency in electro-coagulation process depends on the initial pH [26]. Also, it has been reported that aluminum is influenced by pH and chemical substances in the reaction, and can be released in different forms [27]. Further, these authors stated that at pH7, aluminum is produced in the form of polymer Al13O4 (OH)24+7 and the release of Al(OH)3 increases the formation of coagulate and the removal efficiency of phosphate [28]. The findings of the latter study showed that at pH 2-4, Al(OH)+2 and Al+3 were the prominent material, but at pH values greater than 10, aluminum hydroxide will be substituted with some forms of Al(OH)-4. It is worth noting that the ability of Al(OH)+2 and Al(OH)-4 is less than that of Al(OH)3 in floc form. Flocs are the fine particles in a solution, which either float to the surface or precipitate. The highest phosphate removal efficiency was achieved at pH7 [29]. 
As reflected in Figure 5, it is evident that at both 10V and 30V, the most nitrate removal efficiency was achieved at alkaline pH. Evidently, rises in the pH values increases the rate of nitrate removal. As suggested by another study [23], increases in pH values raise the nitrate removal efficiency that could be attributed to the increased reaction between the metal and hydroxide ions in the solution. According to another study [30], the effects of initial NO3-concentration, initial pH, applied voltage, and NaCl concentration on the nitrate removal efficiency reached 100% after 100 min [30]. In that study, more than 80% of the nitrate removal was achieved at 60 min and pH7 [30]. 
Based on the data presented in Figures 6 and 7, it is clear that at the selected pH values (5, 7, 9, 11) and voltages (10V & 30V), increasing the reaction time increases the percent removal of phosphate and nitrate by the electro-coagulation method. Based on the Faraday law (WA = (I×T×M) / (N/F), where, WA is the reduced anode weight in grams, I is the voltage, T is the utilization time in seconds, M is the molecular mass of the anode, N is the electron values released from the anode, and F is the Faraday coefficient. The produced coagulant amount is directly related to the reaction time; i.e. as the time increases, more coagulates are formed, leading to greater removal efficiency [31]. Another study has suggested that the non-gaseous materials, such as nitrite ammonium (NH4NO2) and nitrate ammonium (NH4NO3), increase the nitrate removal efficiency in the solution [32]. Finally, a study has reported that the reduction in the replaced chloride ions in the absorption sites results in nitrate reduction in the solution. Hence, the reasons for reduction in nitrate removal efficiency when the reaction time exceeds 66 minutes [33]. 
This study concluded that the treatment of sugarcane wastewater to remove phosphate and nitrate by electro-coagulation process is one of the environmentally friendly methods. We found that the highest removal efficiency was achieved at alkaline pH for nitrogen and neutral pH for phosphorus, at 30 volts. Also, the removal efficiency improved over longer reaction times. The present study demonstrated that the electro-coagulation process can be used to treat wastewaters from sugarcane and similar industries. Wastewaters produced by food industries contain contaminants, and if not treated before being discharged into environmental waters and soils, they are hazardous to humans. Therefore, application of new methods in the treatment of industrial wastewaters is essential, considering their low costs and high efficiency. We suggest future studies investigate the removal efficiency of other contaminants and their economic impact compared to those achieved by other methods.
Ethical Considerations
Compliance with ethical guidelines

This article does not contain any studies with human participants or animals. 
This article was extracted from the MSc. thesis of the  first author, Department of Environmental Engineering, Ahvaz Branch, Islamic Azad University.
Author's contributions
All authors contributed in preparing this article.
Conflict of interest
The authors declared no conflict of interests.
The authors appreciate the Islamic Azad University of Ahvaz for providing financial and instrumental support to conduct this work. 

  1. Ren L, Ahn Y, Logan BE. A two-stage Microbial Fuel Cell and anaerobic fluidized bed membrane bioreactor (MFC-AFMBR) system for effective domestic wastewater treatment. Environ Sci Technol. 2014; 48(7):4199-206. [DOI:10.1021/es500737m] [PMID] [PMCID]
  2. Nikpour B, Jalilzadeh Yengejeh R, Takdastan A, Hassani AH, Zazouli MA. The investigation of biological removal of nitrogen and phosphorous from domestic wastewater by inserting anaerobic/anoxic holding tank in the return sludge line of MLE-OSA modified system. J Environ Health Sci. 2020; 18(1):1-10. [DOI:10.1007/s40201-019-00419-1] [PMID]
  3. Aharia SM, Yangejehb RJ, Mahvic AH, Shahamatd YD, Takdastane A. A new method for the removal of ammonium from drinking water using hybrid method of modified zeolites/catalytic ozonation. Desalin Water Treat. 2019; 170:148-57. [DOI:10.5004/dwt.2019.24619]
  4. Yoo R, Kim J, McCarty PL, Bae J. Anaerobic treatment of municipal wastewater with a staged anaerobic fluidized membrane bioreactor (SAF-MBR) system. Bioresour Technol. 2012; 120:133-9. [DOI:10.1016/j.biortech.2012.06.028] [PMID]
  5. Jalilzadeh Yengejeh R, Morshedi J, Yazdizadeh R. The study and zoning of Dissolved Oxygen (DO) and biochemical oxygen demand (BOD) of Dez river by GIS software. J Appl Res Water Wastewater. 2014; 1(1):23-7. https://arww.razi.ac.ir/article_47_1.html
  6. Sillanpää M, Ncibi MC, Matilainen A, Vepsäläinen M. Removal of natural organic matter in drinking water treatment by coagulation: A comprehensive review. Chemosphere. 2018; 190:54-71. [DOI:10.1016/j.chemosphere.2017.09.113] [PMID]
  7. Amini Fard F, Jalilzadeh Yengejeh R, Ghaeni M. Efficiency of Microalgae Scenedesmus in the Removal of Nitrogen from Municipal Wastewaters. Iran J Toxicol.2019; 13(2):1-6. http://ijt.arakmu.ac.ir/article-1-738-en.html
  8. Kazemi Noredinvand B, Takdastan A, Jalilzadeh Yengejeh R. Removal of organic matter from drinking water by single and dual media filtration: A comparative pilot study. Desalin Water Treat. 2016; 57(44):20792-9. https://www.tandfonline.com/doi/abs/10.1080/19443994.2015.1110718
  9. Delgado Vela J, Stadler LB, Martin KJ, Raskin L, Bott CB, Love NG. Prospects for biological nitrogen removal from anaerobic effluents during mainstream wastewater treatment. Eiron Sci Tech Let. 2015; 2(9):234-44. [DOI:10.1021/acs.estlett.5b00191]
  10. Shahandeh N, Jalilzadeh Yengejeh R. Efficiency of SBR process with a six sequence aerobic-anaerobic cycle for phosphorus and organic material removal from municipal wastewater. Iran J Toxicol. 2018; 12(2):27-32. [DOI:10.29252/arakmu.12.2.27]
  11. Khademi D, Mohammadi MJ, Shokri R, Takdastan A, Mohammadi M, Momenzadeh R, et al. Application of cane bagasse adsorption on nitrate removal from groundwater sources: Adsorption isotherm and reaction kinetics. Desalin Water Treat. 2018; 120:241-7. [DOI:10.5004/dwt.2018.22730]
  12. Gao Y, Xie YW, Zhang Q, Wang AL, Yu YX, Yang LY. Intensified nitrate and phosphorus removal in an electrolysis-integrated horizontal subsurface-flow constructed wetland. Water Res. 2017; 108:39-45. [DOI:10.1016/j.watres.2016.10.033] [PMID]
  13. Lee PC, Gau SH, Song CC. Particle removal of high-turbidity reservoir water by electro-aggregation. J Environ Manag. 2007; 17(5):371-5. [DOI:10.4172/2155-9546.1000460]
  14. Sahu O. Electro-oxidation and chemical oxidation treatment of sugar industry wastewater with ferrous material: An investigation of physicochemical characteristic of sludge. Afr J Chem Eng. 2019; 28:26-38. [DOI:10.1016/j.sajce.2019.01.004]
  15. Mahdavi M, Mahvi AH, Salehi M, Sadanid M, Biglari H, Tashauoe HR, et al. Wastewater reuse from hemodialysis section by combination of coagulation and Ultrafiltration processes: Case study in saveh-iran hospital. Desalin Water Treat. 2020; 193:274-83. [DOI:10.5004/dwt.2020.25799]
  16. Zhou X, Hou Z, Lv L, Song J, Yin Z. Electro-Fenton with peroxi-coagulation as a feasible pre-treatment for high-strength refractory coke plant wastewater: Parameters optimization, removal behavior and kinetics analysis. Chemosphere. 2020; 238:124649. [DOI:10.1016/j.chemosphere.2019.124649] [PMID]
  17. Jiang JQ, Graham N, André C, Kelsall GH, Brandon N. Laboratory study of electro-coagulation-flotation for water treatment. Water Res. 2002; 36(16):4064-78. [DOI:10.1016/S0043-1354(02)00118-5]
  18. Gao S, Yang J, Tian J, Ma F, Tu G, Du M. Electro-coagulation - flotation process for algae removal. J Hazard Mater. 2010; 177(1-3):336-43. [DOI:10.1016/j.jhazmat.2009.12.037] [PMID]
  19. Cerqueira A, Russo C, Marques MR. Electro-flocculation for textile wastewater treatment. Braz J Chem Eng. 2009; 26(4):659-68. [DOI:10.1590/S0104-66322009000400004]
  20. Akyol A. Treatment of paint manufacturing wastewater by electrocoagulation. Desalination. 2012; 285:91-9. [DOI:10.1016/j.desal.2011.09.039]
  21. Merzouk B, Yakoubi M, Zongo I, Leclerc JP, Paternotte G, Pontvianne S, et al. Effect of modification of textile wastewater composition on electrocoagulation efficiency. Desalination. 2011; 275(1-3):181-6. [DOI:10.1016/j.desal.2011.02.055]
  22. Al-Anbari RH, Albaidani J, Alfatlawi SM, Al-Hamdani TA. Removal of heavy metals from industrial water using electro-coagulation technique. In 12th International WaterTechnology Conference (IWTC12), Alexandria, Egypt, 2008.
  23. Koparal AS, Öğütveren ÜB. Removal of nitrate from water by electroreduction and electrocoagulation. J Hazard Mater. 2002; 89(1):83-94. [DOI:10.1016/S0304-3894(01)00301-6]
  24. Gatsios E, Hahladakis JN, Gidarakos E. Optimization of electrocoagulation (EC) process for the purification of a real industrial wastewater from toxic metals. J Environ Manag. 2015; 154:117-27. [DOI:10.1016/j.jenvman.2015.02.018] [PMID]
  25. Bazrafshan E, Moein H, Kord Mostafapour F, Nakhaie S. Application of electrocoagulation process for dairy wastewater treatment. Journal of Chemistry. 2013; Article ID 640139, 8 pages. [DOI:10.1155/2013/640139]
  26. İrdemez Ş, Yildiz YŞ, Tosunoğlu V. Optimization of phosphate removal from wastewater by electrocoagulation with aluminum plate electrodes. Sep Purif Technol. 2006; 52(2):394-401. [DOI:10.1016/j.seppur.2006.04.008]
  27. Si Y, Li G, Zhang F. Energy-efficient oxidation and removal of arsenite from groundwater using air-cathode iron electrocoagulation. Eiron Sci Tech Let. 2017; 4(2):71-5. [DOI:10.1021/acs.estlett.6b00430]
  28. Vasudevan S, Epron F, Lakshmi J, Ravichandran S, Mohan S, Sozhan G. Removal of NO3-from drinking water by electrocoagulation-an alternate approach. Clean-Soil Air Water. 2010; 38(3):225-9. [DOI:10.1002/clen.200900226]
  29. Shalaby A, Nassef E, Mubark A, Hussein M. Phosphate removal from wastewater by electrocoagulation using aluminium electrodes. J Eviron Eng Sci. 2014; 1(5):90-8.
  30. Abdel-Aziz MH, El-Ashtoukhy EZ, Zoromba MS, Bassyouni M, Sedahmed GH. Removal of nitrates from water by electrocoagulation using a cell with horizontally oriented Al serpentine tube anode. J Ind Eng Chem. 2020; 82:105-12. [DOI:10.1016/j.jiec.2019.10.001]
  31. Wagh MP, Nemade PD, Jadhav P. Continuous Electro Coagulation Process for the Distillery Spent Wash Using Al Electrodes. In: Pawar P, Ronge B, Balasubramaniam R, Vibhute A, Apte S. editors. Techno-Societal. Cham: Springer; 2018. p. 41-9. [DOI:10.1007/978-3-030-16962-6_5]
  32. Rajta A, Bhatia R, Setia H, Pathania P. Role of heterotrophic aerobic denitrifying bacteria in nitrate removal from wastewater. J Appl Microbiol. 2020; 128(5):1261-78. [DOI:10.1111/jam.14476] [PMID]
  33. Chatterjee S, Lee DS, Lee MW, Woo SH. Nitrate removal from aqueous solutions by cross-linked chitosan beads conditioned with sodium bisulfate. J Hazard Mater. 2009; 166(1):508-13. [DOI:10.1016/j.jhazmat.2008.11.045] [PMID]
Type of Study: Research | Subject: Special

Add your comments about this article : Your username or Email:

Send email to the article author

Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

© 2024 CC BY-NC 4.0 | Iranian Journal of Toxicology

Designed & Developed by : Yektaweb