Color and COD removal from waste water containing acrylic water base color using Fenton's oxidation process

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International journal of Advanced Biological and Biomedical Research (IJABBR) Available online at http://www.ijabbr.com Volume 1, Issue 1 (March, 13), PP 45-5 Color and COD removal from waste water containing acrylic water base color using Fenton's oxidation process Moradianfard, sh* 1, Ghorbani. J, Bakhshy, k 3 1 M.Sc. Graduated in Environmental Engineering, Shahrekord University of Medical Science, shahrekord health center, Iran University instructor and the invited instructor of National Iranian Oil Company, educational manager of Oil industries and Engineering construction company (OIEC), Iran 3 BS.c. degree In Environmental Engineering, Shiraz University of Medical Science, Iran ABSTRACT Degradation of acrylic water base color from synthetic wastewater by the Fenton process was performed. Experiments were conducted on the sample containing 1 and 4 mg/l of Acrylic water base color. The study was performed for searching optimum values of FeSO 4 and H O concentration, ph and temperature. The H O requirement seems to be related to initial COD of the sample. FeSO 4 / H O ratios found were not changed for.the temperature affected the COD removal significantly at high degrees. Key words: Color and COD removal, acrylic water base color, Fenton's oxidation process INTRODUCTION Water base color were the earliest type of paint and go the down of history water born coating have been around in one form or another for decades but have demonstrated greatly improved performance characteristics in recent years. Acrylic media made by suspending pigment in synthetic polymer emulsified by water. The release of colored wastewater in the environment is considerable source of non aesthetic pollution and eutrophication and can originate dangerous by products through oxidation, hydrolysis or other chemical reaction taking place in the wastewater phase. Decolonization of dye effluents has therefore received increasing attention. Many chemical treatment processes have been used extensively to treat wastewaters including color. Most of the studies, such as biological methods (Porter, 1979; forster & gallely, 1979), chemical precipitation (Georgiou, 3), adsorption by activated carbon (Aysegul pala A, ) and some natural absorbents (paul, 1996), photo catalytic oxidation (Franciscoa P. and Konstantinou ioannis, 4) and Fenton's oxidation (Kang shyhfang, ; Swaninatan, 3; sheng, 3; Sureyya meric, 4) focused on color removal. Advanced oxidation processes (AOPs) processes are defined as the processes that generate hydroxyl radicals in sufficient quantities to be able to oxidize majority of the complex chemical present in the effluent water. These processes include (O 3, O 3 /H O, O 3 /UV, H O /UV, O 3 /H O /UV and Fe +/H O ). Fenton oxidation (FO) process which is one of the oldest advanced oxidation processes that discovered about1 years a go but its application toxic organics was not applied until the late 196 s (Huang et al, 5). Fenton's reagent is a mixture of H O and ferrous iron which generates hydrates hydroxyl radicals according to the reaction (Sureyya et al, 4). Corresponding Author : Sh.Moradianfard, E-mail: Sh_moradianfard @yahoo.com 45 Page

Moradianfard et al Int J Adv Biol Biom Res. 13; 1(1):45-5 Fe H O Fe 3 OH OH The ferrous iron (fe + ) initiates and catalyses the decomposition of H O. Resulting in the generation of hydroxyl radicals that attack and destroy the organic pollutants (Kardag et al, 1998). Fenton's process performed in four stages, which are ph adjustment to low acidic values, oxidation reaction neutralization and coagulation at ph lower than 3 H O and ferrous ions are more stable resulting in a better redox system and decolorizing better. However, at ph values higher than four, ferrous ions easily form ferric ions which have a tendency to produce ferric hydroxide complexes H O is unstable and easily decompose itself in the basic(ph>1) solutions (Sostar et al, 4; Süreyya, 3 ). The global effects produced in the wastewater are organic pollutant destruction, toxicity reduction. Biodegradability improvement BOD, COD, odor and color removed ( Sostar et al, 4). However, application of FO process is rare in practice. Although organic content of wastewater is oxidized to the end products by the FO process, the sludge produced contains high amount of Fe (Ш) which needs to be managed by a safe disposal method. MATERIAL AND METHODS Experimental study was designed to obtain maximum COD and color removal at optimum ph, temperature and FeSO4 and H O doses. FO process was performed considering Kvo s (199) method with a modification of min rapid mixing at 1 rpm and the min slow mixing at 3 rpm and subsequently settling for 3 min. First, the ph of sample was lowered up to desired ph value using 1 N FeSO4. Later, FeSO 4 and H O were added to the 5 ml beakers containing 1 and 4 mg/l AWB solutions. After rapid and slow mixing and settling period, ph of the supernatant was readjusted using 1 N NaoH up to 7.5 and supernatant was left to settle for hr. purring mixing, reactors were kept at constant temperature. Experiments were conducted on the AWB solutions at 1,, 5,3,4,5 and 6 C temperature ranges. Experimental study was designed in four stages. In first stage H O, temperature, ph was kept constant to determine FeSO 4 concentration for maximum color and COD removal. For that FeSO 4 concentration and the same oxidation condition, optimum H O concentration was investigated in the second stage. By considering the optimum doses of first and second stages, optimum ph and temperature were investigated in the third, fourth stages, respectively (Porter, 1979). Analytical methods COD was measured according to standard methods (1998). Absorbance measurements were made using PU87 series UV/VIS spectrometer for color removal. The supernatant in each beaker were filtered by.45 µm Millipore membrane filter before measuring COD and absorbance. Dye solution was determined. The color removal was based on the change of the maximum absorbance. Removal (%) = (C/C.)/C. Where C. and C are the initial and final absorbance or COD values of simulated wastewater, respectively (Sureyya, 4). 46 Page

Moradianfard et al Int J Adv Biol Biom Res. 13; 1(1):45-5 Effect of FeSO4 concentration RESULTS AND DISCUSSION The effect of FeSO 4 concentration on COD removal efficiency for 1 and 4 mg/l of WBA is given in figure 1 and. 1 1 8 6 4 5 1 15 5 3 5 Feso4 1 (Mg/l) Figureure 1 : Effect of FeSO 4 concentration on COD and color removal (Color=1 mg/l ph=3 H O = 8 mg/l FeSO 4 = 5-5 mg/l) 1 1 8 6 4 %Color removal % COD removal 1 15 4 6 8 1 FeSO 4 4 (Mg/l) Figure : Effect of FeSO 4 concentration on COD and color removal (Color=4 mg/l ph=3 H O = 1 mg/l FeSO 4 = 1- mg/l) According to figure 1 and, maximum COD removal (78%) for 1 mg/l of WBA was obtained in the case of using 15 mg/l FeSO 4 and 8 mg/l of H O. ph and temperature were kept at 3 and 5 C,respectively. at the same time more than 99% color removal was obtained at all FeSO 4 concentration (1-5 mg/l). Although for 1 mg/l concentration of FeSO 4 color removal was also high as well as using 15 mg/l of FeSO 4 higher hydroxyl radicals produced during FO process resulting in higher COD removal forced us to choose 15 mg/l of FeSO 4 as optimum concentration at which 78% COD removal was obtained. However as seen figure 1 and the COD removal efficiency started to decrease for mg/l dose of FeSO 4. it may be explained by redox reactions since OH radicals may be scavenged by the reaction with the hydrogen peroxide present or with another Fe + molecule as below.(benitez.et al,1). OH Fe Fe 3 OH HO H O H O HO 47 Page

Moradianfard et al Int J Adv Biol Biom Res. 13; 1(1):45-5 The Fe + formed can react with H O as well as with hydroperoxy radicals with regeneration of Fe + in the solution resulting in decrease in COD removal. For 4 mg/l WBA, the concentration of FeSO 4 was changed between 1 mg/l and mg/l by keeping H O concentration constant as 11 mg/l at ph 3 and at 5 C. Maximum COD removal 87/5% was obtained at mg/l of FeSO 4 concentration. Color removal was more than 99 % at all FeSO 4 concentrations. The same decrease in COD removal after mg/l of FeSO 4 can be explained due to the scavenging effect of over doses of FeSO 4 or H O on OH radicals. Effect of ho concentration The effect of H O concentration on COD removal efficiency for 1 and 4 mg/l of WBA is given in figure 3 and 4. 1 1 8 6 4 5 5 1 15 5 3 35 4 HO (mg/l ) Figure 3 : Effect of H O concentration on COD and color removal (Color=4 mg/l ph=3 H O = 5-4 mg/l FeSO 4 = mg/l) 1 1 8 6 4 4 6 7 8 1 HO (mg/l ) Figure 4 : Effect of H O concentration on COD and color removal (Color=1 mg/l ph=3 H O = -1 mg/l FeSO 4 = 15 mg/l) For 1 mg/l WBA color removal efficiency increased by increasing H O concentration from mg/l (68%) to 1 mg/l (99.99%). 8 mg/l of H O was defined as optimum concentration providing 99 % color and 78% COD removals. The results of H O optimization for 4 mg/l 48 Page

Moradianfard et al Int J Adv Biol Biom Res. 13; 1(1):45-5 of WBA indicated the optimum conditions (H O =11 mg/l, FeSO 4 = mg/l ) yielding 87.5% COD removal. Increasing the concentration of H O up to 4 mg/l did not improve cod removal more in turn it decreased to 81%, because of scavenging effect of H O on oh radicals as explained above. (Benitez.et al,1). Color removal efficiency increased by increasing H O concentration from 5 mg/l (65%) to 4 mg/l (99.99%). Effect of ph To determine the optimum ph, ph was changed between -11 as illustrated in figure 6 78% cod removal was obtained at 3. ph for 1 mg/l wba, and the maximum cod removal (87.5 %) was proved at 3. ph for 4 mg/l of wba. color removal was more than 99 % between ph 3 and 6. 1 1 8 6 4 3 4 5 6 7 8 9 1 11 ph Figure 6 : Effect of ph on COD and color removal (Color=4 mg/l H O = 1 mg/l FeSO 4 = mg/l Time=15 min) 1 1 8 6 4 3 4 5 6 7 8 9 1 11 ph Figure 7: Effect of ph on COD and color removal (Color=1 mg/l H O = 8 mg/l FeSO 4 = 15 mg/l Time=15 min) 49 Page

Moradianfard et al Int J Adv Biol Biom Res. 13; 1(1):45-5 Effect of temperature As seen from figure 7 optimum temperature is 5 c at which 78% cod and 99% color removal were obtained for 1 mg/l of wba concentration. The maximum cod removal (87%) for 4 mg/l of WBA was also obtained at 5 c. 1 1 8 6 4 1 5 3 4 5 6 tem c Figure 8: Effect of temperature on COD and color removal (Color=4 mg/l H O = 1 mg/l FeSO 4 = mg/l Time=15 min ph=3) 1 1 8 6 4 1 5 3 4 5 6 tem c Figure 9: Effect of temperature on COD and color removal (Color=1 mg/l H O = 8 mg/l FeSO 4 = 15 mg/l Time=15 min ph=3) As seen from figure 8 optimum temperatures is 5 c at which 78% COD and 99% color removal were obtained for 1 mg/l wba concentration. The maximum cod removal (87%) for 4 mg/l of wba was also obtained at 5c. Highest temperature up to 4 c affected cod removal negatively due to the destabilization of flocks resulting in increased ferrous ions which scavenged oh radicals during fentons reactions (Benitez.et al, 1). 5 Page

Moradianfard et al Int J Adv Biol Biom Res. 13; 1(1):45-5 Effect of slow mixing time Maximum COD removal for both dye concentrations (78 and 87.5 %, respectively) were obtained at th min when mixing time increased up to 3 min COD removal decreased to 65% for 1mg/l of wba due to floc destabilization. Color was removed higher than 99% for all mixing times. Optimum condition determined for each concentration of wba is summarized in table 1. as shown in table 1 molar ratio between FeSO4/H O was constant. Table 1: Optimum condition WBA Color (mg/ l) 1 (mg/l ) 4 (mg/l ) ph 3 3 H O 8 1 FeSO 4 15 Fe + / H O.3.5 (molar ratio ) H O / color.5.8 Color Removal % >99/99 % Color removal was obtained (higher than 99%) at almost all conditions, absorbance measurements were more indicating for defining the optimum process conditions. Results of this study indicated that the H O requirement seems to be related to initial COD of the sample. The optimum ph determined (3) corresponds the range of -11 given for FO process in the previous studies (Smeric, 4; Xiang Rong xu, 4). The temperature affected the COD removal negatively at high degrees. With this in mind it can be dedicated that applying FO process directly to the spent baths having high temperature needs to be evaluated in detail. The method of FO process application in this study with min rapid mixing before slow mixing served as accelerator for formation and the consuming up the radicals in the oxidation reactions resulting in the shortened total reaction time and yielding higher color and COD removal. CONCLUSIONS In this study the removal of color and COD of wba water base acrylic was studied using FO process. A systematic approach was followed for the determination of FeSO4 and H O concentrations. Effective ph, temperature values which are the important parameters for FO process. The following results can be summarized of this study. Optimum ph, temperature were observed as 3, 5 c for 1 mg/l of wba using 15 mg/l FeSO4 and 8 mg/l of HO. The ph and temperature values did not change for decolorizing 4 mg/l of wba using mg/l FeSO 4 and 11 mg/l of H O. Thus, increasing the concentration of wba from 1 to 4 mg/l did not change the optimum conditions drastically, especially on the basis of the molar ratio between FeSO 4 and H O. COD removal efficiency was not affected significantly was not affected significantly when concentration of FeSO 4 was increased whereas the change of ph and temperature affected system performance more. TOC measurement is strongly recommended for avoiding the possible interference of H O on cod via scavenging effects on oh radicals produced during FO oxidation which is one of advanced oxidation processes producing hydroxyl radicals. 51 Page

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