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See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/263121230 Experimental design of wastewater treatment with electro-coagulation Article in Management of Environmental Quality An International Journal · January 2014 DOI: 10.1108/MEQ-03-2013-0020 CITATIONS 10 READS 2,862 4 authors, including: Some of the authors of this publication are also working on these related projects: The recovery of the organoboron compounds from wastewater View project Sule Camcioglu Ankara University Faculty of Engineering 17 PUBLICATIONS 147 CITATIONS SEE PROFILE Kamran Polat Ankara University 23 PUBLICATIONS 292 CITATIONS SEE PROFILE Hale Hapoglu Ankara University 85 PUBLICATIONS 954 CITATIONS SEE PROFILE All content following this page was uploaded by Kamran Polat on 14 September 2015. 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Design/methodology/approach – Statistical experimental design was used to investigate the effect of initial pH, current density and temperature. Experiments were planned to obtain the maximum amount of information in the fewest number of runs. Minimum-maximum values of current density, initial pH, temperature of medium were selected as 9-25 mA cm -2 , 5-9, 25-50 o C respectively. A total number of 20 experiments including 8 factorial points, 6 axial points and 6 replicates in centre points were carried out and experimental data were collected. Optimum operating parameters were determined by evaluating experimental results in MATLAB 7.9 ® . Findings – According to the results, the optimum values of current density, initial pH and temperature of medium are determined as 14.12 mA cm -2 , 8.22, and 34.21 o C respectively. Practical implications – Many researches about different techniques including physical, chemical and biological methods have been done on the subject of pulp and paper wastewater treatment. In Physical and chemical processes low molecular weight compounds are not removed efficiently, also these methods are quite expensive. Electrochemical degradation has an advantage of removing even the smallest colloidal particles compared with traditional flocculation and coagulation. Originality/value – Complete removal of pollutants, less sludge generation, simple process design and easy operation are standard features of the electro-coagulation (EC) and it comes forward as one of the promising techniques. Keywords: Paper mill wastewaters, electro-coagulation, Response Surface Methodology (RSM), statistical experimental design. Paper type: Research paper Introduction High consumption of water is one of the most important environmental apprehensions in pulp and paper industry. It is the third major water consuming process after the primary metals and the chemical industries. Contents and properties of the wastewater depends upon the types of raw material used, process technology applied, recycle of the recovered effluent inside the process and the amount of water to be used in the particular process (Sridhar et al., 2011). Different combinations of unit processes used in pulp and paper manufacturing causes differences on characteristics of the wastewater and this leads to a complication about treatment methods. (Wong et al., 2006). Pollutant content of wastewater is characterized by biochemical oxygen demand (BOD), chemical oxygen demand (COD), suspended solids (SS), toxicity and colorants. These parameters cause some effects on microorganismgrowth in sludge, thermal impacts, colour problems and a loss of both natural balance and aesthetic beauty in the environment (Khansorthong and Hunsom, 2009). Page 1 of 10 Management of Enviromental Quality 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 For Peer Review Many researches which apply different techniques by using physical, chemical and biological methods have been realized for pulp and paper wastewater treatment systems and these techniques have been applied with variety of shortcomings. Physical and chemical processes are only able to remove high molecular weight chlorinated lignin, colour, toxicants, SS and COD. Both BOD and low molecular weight compounds are not removed efficiently, besides these methods are quite expensive (El-Ashtoukhy et al., 2009). Although different methods such as biological treatment, wet oxidation, ozone treatment and chemical coagulation was carried out for pulp and paper mills wastewater treatment in many studies, there are some drawbacks about these processes. In the biological processes, the lignin and its derivatives show high resistance to degradation. The inhibition potential of phenol and the presence of other organic and inorganic compounds are also major drawbacks of the process. Despite it is found that catalytic and non-catalytic wet air oxidation reduces COD in a large extent, high energy requirement and the use of high-pressure reactors and associated equipment make the wet air oxidation wastewater unviable and uneconomical as a treatment method for large volume of wastewaters. Chemical coagulation is also studied using alum, ferric chloride, ferric sulphate and lime. Alternatively, electrochemical technologies can be efficiently applied to the treatment of pulp and paper mills wastewater and shows improved performance over conventional coagulation method. Electrochemical degradation has an advantage of removing even the smallest colloidal particles compared with traditional flocculation and coagulation. The small particles have a greater probability of being coagulated due to the electric field that sets them in motion (Ma et al., 2007). Complete removal of pollutants, less sludge generation, simple process design and easy operation are standard features of the EC and it appears as one of the promising techniques (Sridhar et al., 2011). Anodic dissolution of a metal electrode (usually made of iron or aluminium), with the simultaneous formation of hydroxyl ions and hydrogen gas, coagulation and flocculation of suspended solids and colloidal particles by hydroxyl ions take place during EC process (Terrazas et al., 2010). Response Surface Methodology (RSM) is a combination of mathematical and statistical techniques based on the fit of a polynomial equation to the experimental data. The polynomial equation must describe the behaviour of a data set with the objective of making statistical predictions. When a response or a set of responses of interest are influenced by several variables RSM can be used efficiently for the objective of simultaneous optimization of the levels of these variables for attaining the best system performance (Bezerra et al., 2008). In the present work, treatment of pulp and paper mill wastewaters with electro-coagulation was investigated. A plan was made for experiments in order to extract the maximum amount of knowledge in the fewest number of runs. Statistical experimental design was used to investigate the effect of initial pH, current density and temperature. Theory of Electro-coagulation Electro-coagulation is a complex process involving many chemical and physical phenomena that use anodic dissolution of consumable metal electrodes to supply ions into the wastewater stream (Mollah et al., 2004). Coagulant is generated by the electro-dissolution of a sacrificial anode, typically made of aluminium or iron in the EC process. Suspended pollutants are effectively destabilized by the introduction of metal ions. Besides, in the proper pH range, aluminium cations polymerizes into Aln(OH)3n by the generation of hydroxide species and this results in entrapment or adsorption of the pollutants. Finally, these solids are separated by sedimentation or by flotation. Another advantage of this method is the possibility of using the hydrogen gas generated on the cathode for latter purposes as well as for agitation (Meas et al., 2010). Page 2 of 10Management of Enviromental Quality 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 For Peer Review Generally, EC can be summarised in six main process steps occurring: (i) migration to an oppositely charged electrode (electrophoresis) and accumulation due to charge neutralization; (ii) formation of precipitate by the cation or hydroxyl ion (OH − ) and the pollutant; (iii) formation of hydroxide by the interaction of the metallic cation with OH − , which has high adsorption properties thus bonding to the pollutant (bridge coagulation); (iv) formation of larger lattice-like structures by the hydroxides and sweeps through the water (sweep coagulation); (v) oxidation of pollutants; (vi) removal by electro-flotation or sedimentation and adhesion to bubbles (Katal and Pahlavanzadeh, 2011). EC mechanism is highly influenced by the contents of the aqueous medium, especially conductivity is essential. Furthermore, EC process depends on other characteristics such as pH, particle size, and chemical constituent concentrations (Mollah et al., 2001). At low pH values, the electrolytic dissolution of the aluminium anode produces the cationic monomer species such as Al 3+ and Al(OH) 2+ .At proper pH values are transformed initially into Al(OH)3 and finally polymerized to Aln(OH)3n according to the following reactions: ( ) - (1) ( ) ( ) (2) (3) However, pH of the aqueous medium may affect the system with the presence of other ionic species, such as Al(OH) 2+ , Al2(OH)2 4+ and Al(OH)4 − . Iron upon oxidation in an electrolytic system produces iron hydroxide, Fe (OH)2 or Fe (OH)3. Two mechanisms have been proposed for the production of Fe(OH)n (Mollah et al., 2001). Mechanism 1 Anode: 4Fe(s) 4Fe 2+ (aq) + 8e - (4) ( ) ( ) ( ) (5) Cathode: - (6) Overall: ( ) ( ) (7) Mechanism 2 Anode: ( ) ( ) - (8) ( ) ( ) - ( ) ( ) (9) Page 3 of 10 Management of Enviromental Quality 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 For Peer Review Cathode: - ( ) - (10) Overall: ( ) ( ) (11) Experimental Design RSM is a statistical technique for experimental designs, model developments, evaluating the effects of several independent variables on dependent variables and searching optimum conditions for desirable responses. The interactions of possible effective parameters can be evaluated with a limited number of designed experiments with RSM (Wang et al., 2007). RSM can be used as an optimization technique with the following application stages: (1) Carrying out screening studies and delimitation of the experimental region according to theobjective of the study and the experience of the researcher and the selection of independent variables which have major effects on the system; (2) carrying out the experiments in accordance with the chosen experimental design method and the experimental matrix generated; (3) fitting of a polynomial function to the experimental data obtained by the mathematic– t ti tic tr tm t; th v u tio of th mod ’ fitness to the data; (5) investigation of the necessity and possibility of performing a displacement through the direction of the optimal region; and (6) obtaining the optimum values of each studied independent variable (Bezerra et al., 2008). The central composite design (CCD), which is a form of RSM, was selected for the optimization of the parameters. CCD contains inserted factorial or fractional factorial designs with centre points that are enhanced with a group of axial (star) points that allow estimation of curvature. CCD constantly contains star points two times more that the factors in the design. The star points represent new low and high limit values (low and high) for each factor in the design (Hanrahan and Lu, 2006). To analyze a process or system which has a response y, depends on the input factors x1, x2,..., xk, the relationship between the response and the input process parameters (independent variables) are described as y = f (x1, x2, . . . , xk) + ε (12) Where f is the real response function which has an unknown format, and ε is the residual error which describes the differentiation that can be included by the function f. Coefficient of determination (R 2 ), analysis of variance (ANOVA) and response plots were used for analysing the results. The second-order polynomial Equation (13) was fitted to the experimental data using a non- linear regression method and to identify the relevant model terms using a statistical software, Design-expert V7.0. Taking into consideration all the linear terms, square terms and linear by linear interaction points, the quadratic response model can be expressed as ∑ ∑ ∑ (13) where β0 represents offset , βi is the linear effect coefficient of the input factor xi, βii symbolize the quadratic effect of input factor xi and βij characterizes the linear by linear interaction effect between the input factor xi and xj (Kumar et al., 2009) . Page 4 of 10Management of Enviromental Quality 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 For Peer Review Material and Method Experiments were conducted in batch process using a 2 L electro-coagulation reactor made up of flex-glass. Dimensions of electrodes were 45 mm x 53 mm x 3 mm. Four electrodes with 69 cm 2 active surface area were positioned in mono-polar parallel arrangement with a gap separation between them of 10 mm. In parallel connected anodes and cathodes the current is divided between all the electrodes in regard to the resistance of the individual cells. In parallel connections, a lower potential difference is required than the serial connections (Kobya et al., 2007). The electrodes were connected to a DC power supply (EMGE 2012) and the experiments were carried out under constant current conditions. NaCl was added to the wastewater as supporting electrolyte. In each run, 1000 mL of real wastewater solution was fed into the electrochemical reactor. The characteristics of the wastewater are shown in Table 1. A magnetic stirrer (Chiltern Hotplate Magnetic Stirrer HS31) was used to maintain uniform concentration condition in the reactor. The electrode plates were cleaned with HCl and distilled water solution prior to each experiment. Figure 1. Schematic diagram of the experimental set-up Table 1. Characteristics of the wastewater Characteristics Value Turbidity (FTU) 130.15 pH 7.23 Suspended Solids (mg/L) 48.8 Conductivity (mS/cm) 3.51 All experiments were performed under 1.2 gL -1 supporting electrolyte concentration and 25 minutes electrolysis time conditions. In order to optimize parameters, the experiments were carried out at varying current density, initial pH and temperature. Samples were taken at the end of the electro- coagulation process and analyzed for turbidity removal with water analysis system (Orbeco-Hellige Model 975-MP). Schematic diagram of the experimental set-up is shown in Figure 1. Page 5 of 10 Management of Enviromental Quality 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 For Peer Review RSM was used to determine the relation between turbidity removal and operating parameters such as current density (x1), pH0 (x2) and temperature (x3). CCD of RSM with 3 factors was applied using Design-Expert 7.0 ® statistical software. Operating ranges of the parameters are presented in Table 2. Table 2. Operating ranges of parameters for electro-coagulation process Parameter Minimum Value Maximum Value Centre Point x1 Current density (mA cm -2 ) 9 25 17 x2 pH0 5 9 7 x3 Temperature ( o C) 25 50 37.5 A total number of 20 experiments including 8 factorial points, 6 axial points and 6 replicates in centre points were performed using minimum, centre and maximum values of the operating parameters in order to obtain the model that gives the relationship between dependent variable turbidity removal and the independent variables current density, initial pH, temperature and also to find the optimum values of operating parameters for maximum turbidity removal. Results and Discussion According to CCD of experiments using Design-Expert 7.0 ® software, an experimental scheme was obtained and the turbidity removal result of performed experiments was given with experimental conditions of operating parameters in Table 3. A nonlinear regression method was used to fit the experimental data by a second-order polynomial equation to determine model terms using Minitab 14.0 package program. The second order polynomial equation for turbidity removal is given by Equation (14). - 7 . 7 7 . .9 - . - .79 - . (14) The statistical significance of the models was justified through ANOVA for polynomial model with 95 % confidence level (α . . The quality of the fit polynomial model was expressed by the coefficient of determination R 2 . The value of the correlation coefficient (R 2 = 0.917) indicates that only 8.3 % of the total variation could not be explained by the empirical model. The P value (P = 0.000) of Equation (14) according to the regression analysis results of ANOVA implies that the second-order polynomial model fitted the experimental results well. Results of Minitab regression analysis are shown in Table 4. Optimum operating parameters were determined by evaluating experimental results in MATLAB7.9 ® . According to this study, the optimum values of current density, initial pH and temperature for 98.48 % turbidity removal are found as 14.12 mA cm -2 , 8.22, 34.21 o C respectively. Page 6 of 10Management of Enviromental Quality 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 For Peer Review Table 3. Design of experiments and results for electro-coagulation treatment Run x1 x2 x3 y Current density (mA cm -2 ) pHo Temperature ( o C) Turbidity removal (%) 1 17.00 7.00 37.50 88.78 2 25.00 5.00 50.00 12.38 3 9.00 9.00 25.00 86.47 4 17.00 7.00 37.50 86.32 5 17.00 7.00 37.50 87.62 6 9.009.00 50.00 73.10 7 9.00 5.00 25.00 57.96 8 9.00 5.00 50.00 10.07 9 25.00 9.00 50.00 58.80 10 17.00 7.00 37.50 91.31 11 25.00 9.00 25.00 75.33 12 25.00 5.00 25.00 13.14 13 17.00 7.00 37.50 92.77 14 17.00 3.64 37.50 3.92 15 17.00 7.00 16.48 58.80 16 30.45 7.00 37.50 90.08 17 17.00 7.00 37.50 93.19 18 3.55 7.00 37.50 74.02 19 17.00 7.00 58.52 40.20 20 17.00 10.36 37.50 76.02 Table 4. Regression analysis results Predictor Coef SE Coef T P Constant -357.10000 47.51000 -7.52 0.000 x1 1.87400 1.55200 1.21 0.249 x2 78.80000 10.06000 7.84 0.000 x3 6.91300 1.38200 5.00 0.000 x1 2 -0.06616 0.04437 -1.49 0.160 x2 2 -4.78790 0.71070 -6.74 0.000 x3 2 -0.10075 0.01817 -5.55 0.000 Analysis of Variance Source DF SS MS F P Regression 6 16649.3 2774.9 23.90 0.000 Residual Error 13 1509.2 116.1 Total 19 18158.6 Based on the results obtained, the graphical representation (Figure 2, 3 and 4) was constructed. Page 7 of 10 Management of Enviromental Quality 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 For Peer Review Figure 2. Surface and contour plot for turbidity removal as a function of current density and pHo at 34.21 o C. Figure 3. Surface and contour plot for turbidity removal as a function of current density and temperature at pH 8.22. Figure 4. Surface and contour plot for turbidity removal as a function of pHo and temperature at 14.12 mA cm -2 . T u rb id it y r em o v al ( % ) pHo Current density (mA cm -2 ) T u rb id it y r em o v al ( % ) Current density (mA cm -2 ) Temperature ( o C) T u rb id it y r em o v al ( % ) Temperature ( o C) pHo Page 8 of 10Management of Enviromental Quality 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 For Peer Review Conclusion CCD for RSM with 3 factors was applied to the electro-coagulation process successfully. Three dimensional second-order polynomial model accurately describes the effects of the factors on the process response. The efficiency of the process is influenced highly by the current density, temperature and initial pH values of the medium. 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Wo , S.S., T , T.T., hm d, .L., Zuh iri, . d N j fpour, G. , “Tr tm t of pu p d p p r mi w t w t r b po cr mid P M i po m r i duc d f occu tio ”, Journal of Hazardous Materials, B135, pp. 378-388. Bionotes Sule Camcioglu is working as a research assistant in the Chemical Engineering Department, Faculty of Engineering, Ankara University, Turkey since 2009. She is a PhD student since 2010 and she holds the B.Sc. and M.Sc. from that department. Her research fields are treatment of various industrial wastewater, optimization and process control. Canan Pekel is a PhD student in the Chemical Engineering Department, Faculty of Engineering, Ankara University, Turkey. She holds the M.Sc. from that department and the B.Sc. from Gazi University, Turkey. Her research fields are wastewater treatment and process control. K mr Po t w bor i Gör m , Türki i 9 . work t k r U iv r it , where he has been on the faculty of science, department of chemistry since 1988. He received a Ph.D. in Organic Chemistry at Ankara University in 1997. He continues research in Ankara University as Page 9 of 10 Management of Enviromental Quality 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 For Peer Review Assoc.Professor since 2004. His research has dealt with various aspects of practical organic and electro chemistry, particularly industrial organic synthesis, organic electroorganic sythesis, electro kinetic and electrode reaction mechanism and spectroscopy of organic compounds. Professor Polat currently runs a research group of four master students. Hale Hapoglu is a professor in the Chemical Engineering Department, Faculty of Engineering, Ankara University, Turkey. She holds the B.Sc. and M.Sc. from that department and a Ph.D. from the Chemical Engineering Department of Wales University, U.K. She has written over 100 articles on modelling, simulation, and process control. Page 10 of 10Management of Enviromental Quality 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 View publication stats http://www.staff.ncl.ac.uk/michael.north/group.htmhttps://www.researchgate.net/publication/263121230
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