Effective Removal of Maxilon Red GRL from Aqueous Solutions by Walnut Shell: Nonlinear Kinetic and Equilibrium Models
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Effective Removal of Maxilon Red GRL from Aqueous Solutions by Walnut Shell: Nonlinear Kinetic and Equilibrium Models Fatih Deniz Nigar Erturk Trade Vocational High School, 27590 Gaziantep, Turkey; f_deniz@windowslive.com (for correspondence) Published online 14 June 2013 in Wiley Online Library (wileyonlinelibrary.com). DOI 10.1002/ep.11797 The feasibility of walnut shell as a waste biomaterial for biotechnology due to its low-initial cost, simplicity of design, removing Maxilon Red GRL (MR GRL) dye from aqueous sol- ease of operation, insensitivity to toxic substances, proper utions was investigated in this work. The biosorption was removal of pollutants even from dilute solutions, and avail- studied as a function of pH, ionic strength, biosorbent dos- ability of biomass [5,6]. age, particle size, temperature, initial dye concentration, Recently, a considerable number of low-cost biosorbents and contact time. Nonlinear kinetic equations including the based on natural materials or agro-industrial wastes have pseudo-first order, pseudo-second order, and Logistic were been investigated for the removal of wide range of dyes applied to the experimental data for describing the biosorp- from aqueous solutions [4,7]. But the search for excellent tion kinetics. The Logistic model showed the best correlation and efficient biosorbent is still continuing. A few studies with the experimental data. Besides, intraparticle diffusion have been reported on the utilization of walnut shell (modi- was not the sole rate-controlling factor. The Langmuir, fied or activated carbon forms) in removing heavy metal ions Freundlich, Hill, and Dubinin-Radushkevich nonlinear iso- such as Cr(VI), Pb(II), and Hg(II) [8–10]. However, to the therms were fitted to the equilibrium data, and the Hill best of my knowledge, no work in the literature has been model presented the best fit. Thus, this research highlights the focused until now on the biosorption potential of raw walnut potential of walnut shell as an effective biosorbent for the shell as a waste biomaterial for certain dye. removal of MR GRL from aqueous media. V C 2013 American Walnut is a rounded, single-seeded stone fruit of walnut Institute of Chemical Engineers Environ Prog, 33: 396–401, 2014 tree (Juglans regia L.). In the world, according to FAOSTAT Keywords: biomaterials, dye biosorption, Maxilon Red of 2010, 846,059 hectares of walnut trees were grown com- GRL, nonlinear models, walnut shell mercially with an estimated annual production of 2,545,388 metric tons of walnut fruits [11]. The major producers of wal- nut are China, United States, Iran, and Turkey. Walnut shell INTRODUCTION makes up a large percentage of walnut fruit (50%) and is Industrial activities produce large volumes of wastewater available in abundant supply as an agricultural by-product of effluents including hazardous materials like synthetic dyes walnut processing industry. Walnut shell is a hard, chemi- [1]. Various industries (textile, plastic, paper, cosmetics, food, cally inert, nontoxic, and biodegradable material. This shell etc.) use dyes to color their products. These compounds is also advantageous due to its availability as a renewable affect aesthetic merit, reduce light penetration, and thus pre- resource [12]. clude photosynthesis process. Besides, most of synthetic The focus of the present study is to assess the potentiality dyes are toxic, carcinogenic, and mutagenic for human and of walnut shell for the removal of Maxilon Red GRL (MR other organisms [2]. Hence, several governments have estab- GRL) from aqueous solutions. MR GRL was used as a model lished environmental restrictions with regard to the quality of compound of azo dyes, which represent more than a half of colored wastewater and obligated the industries to remove the global dye production [13]. These dyes have been identi- dye residues from effluents before discharging [3]. fied as one of the most problematic dyes in the industrial Several technologies such as coagulation, ion exchange, effluents. Thus, removal of such colored agents from the membrane filtration, reverse osmosis, and chemical oxidation effluents is a significant environmental importance. The bio- have been tested for the removal of dyes from the industrial sorption studies were carried out under various parameters wastewater to decrease their objectionable impacts on the including pH, ionic strength, biosorbent dosage, particle size, environment. These techniques require high capital and temperature, initial dye concentration, and contact time. In operating costs and may result in large volumes of solid this work, in order to characterize the biosorption process, wastes. Furthermore, they have also other restrictions like the detailed kinetic and equilibrium studies for MR GRL bio- formation of by-products, release of aromatic amines, and sorption by walnut shell were performed. The biosorption short half-life [4]. Conversely, in recent times, biosorption has kinetic data were tested by the pseudo-first order, pseudo- emerged as an alternative ecofriendly method for dye second order, and Logistic nonlinear kinetic models. Besides, removal from industrial effluents. Biosorption is a promising intraparticle diffusion was also applied to the experimental data for describing the biosorption mechanism. The equilib- C 2013 American Institute of Chemical Engineers V rium data were analyzed using the Langmuir, Freundlich, 396 July 2014 Environmental Progress & Sustainable Energy (Vol.33, No.2) DOI 10.1002/ep
Hill, and Dubinin-Radushkevich (D-R) nonlinear isotherm model to the experimental data using the software Minitab models. Such a study could be useful to compare and select (ver. 16.2.1, Minitab, PA). For MSE method, the smaller val- a biosorbent for a particular application. ues point out the best curve fitting. S factor is measured in the units of the response variable and represents the stand- MATERIALS AND METHODS ard distance data values fall from the regression line. For a given study, the better the equation predicts the response, Biosorbent Material the lower the S factor is. Also, R2 (adj) is a modified R2 that Walnut shell used in this work was obtained from a local has been adjusted for the number of terms in the model. source in vicinity of Gaziantep, Turkey. This material was Unlike R2, R2 (adj) may get smaller when you add terms to first washed with distilled water to remove soluble impur- the model. ities. It was then dried in an oven for 24 h at 80 C. The dried biomass was powdered and sieved to obtain different parti- RESULTS AND DISCUSSION cle size ranges (63–125, 125–250, and 250–500 mm). Finally, it was stored in an airtight plastic container to use as bio- Evaluation of Parameters Affecting Biosorption sorbent without any pretreatments. Solution pH is an important factor on the dye biosorption capacity of certain biosorbent [14]. Thus, the effect of pH for MR GRL Dye Solution the biosorption of MR GRL onto walnut shell over a pH MR GRL (Mf: C18H24N6O4S, Mw: 322 g mol21, type: cati- range of 2–8 was studied as shown in Figure 1. The uptake onic, kmax: 530 nm, purity: 99%) was supplied by a local tex- of MR GRL increased from 7.30 to 12.26 mg g21 when the tile plant. It was of commercial quality and used without solution pH was increased from 2 to 8 (Co: 40 mg L21, m: 1 g further purification. A stock solution of 500 mg L21 was pre- L21, dp: 63–125 mm, t: 30 min, T: 25 C). It can be attributed pared by dissolving accurately weighed quantity of the dye to the increase in negative charge on the surface of biosorb- in distilled water. Experimental solutions of desired concen- ent with increasing pH and the reduction of H1 ions com- tration were obtained by further dilution from the stock solu- peting with the dye cations for the same biosorption sites [2]. tion. About 0.1 M NaOH and HCl solutions were used for Large amounts of salts are consumed in the dyeing proc- initial pH adjustment. esses. Therefore, salt concentration in dye wastewater is one of the important parameters that control both electrostatic and nonelectrostatic interactions between the surface of bio- Biosorption Experiments sorbent and dye molecules and thus affects biosorption Batch biosorption tests were performed under several capacity [15]. Figure 2 presents the influence of the ionic parameters including pH (2–8), ionic strength (0–0.5 NaCl strength on the MR GRL biosorption by walnut shell (pH: 8, mol L21), biosorbent dose (m, 1–5 g L21), particle size (dp, Co: 40 mg L21, m: 1 g L21, dp: 63–125 mm, t: 30 min, T: 63–500 mm), temperature (T, 25–45 C), initial dye concentra- 25 C). The increasing ionic strength of the solution exhibited tion (Co, 40–80 mg L21), and contact time (t, 0–150 min) a negative effect on the biosorption process. This decrease under the aspects of kinetic and isotherm studies. The tests can be due to the competition between Na1 and the dye cat- were carried out in 100-mL Erlenmeyer flasks with 50 mL of ions for the active sites on biosorbent [16]. the total working volume of desired initial dye concentration, Biosorbent dosage is a significant factor because of defin- pH, biosorbent dose, etc. The solutions were agitated at a ing capacity of biosorbent for a fixed dye concentration [1]. constant speed in a temperature-controlled water bath at dif- The biosorption yield (%) for MR GRL onto walnut shell ferent temperatures for the required time period. The flasks increased from 58.02 to 72.95% when the biosorbent concen- were withdrawn from the bath at prefixed time intervals, and tration was increased from 1 to 5 g L21 (pH: 8, Co: 80 mg the residual MR GRL concentration in the solution was ana- L21, dp: 63–125 mm, t: 50 min, T: 45 C). The increase in bio- lyzed by centrifuging the mixture and then measuring the sorption with biosorbent dose can be attributed to an absorbance of supernatant using a UV–vis spectrophotometer increased biosorbent surface and the availability of more bio- at the maximum wavelength of 530 nm. The concentration sorption sites [17]. of MR GRL was calculated by comparing absorbance to the Particle size is other important parameter in the biosorp- dye calibration curve previously obtained. tion process [18]. For this study, the amount of MR GRL bio- The amount of dye sorbed onto biosorbent, q (mg g21), sorption enhanced from 7.49 to 13.90 mg g21 for a decrease and the percentage dye removal efficiency (R, %) were in biosorbent particle size ranges from 250–500 to 63–125 mm defined by Eqs. (1) and (2), respectively. (pH: 8, Co: 40 mg L21, m: 1 g L21, t: 30 min, T: 25 C). The ðCo 2Ct ÞV q5 (1) M Co 2Ct Rð%Þ5 3100 (2) Co where Co is the initial dye concentration (mg L21), Ct is the residual dye concentration at any time (mg L21), V is the vol- ume of solution (L), and M is the mass of biosorbent (g). q and Ct are equal to qe and Ce at equilibrium, respectively. Statistical Tests All studies were duplicated, and only the mean values were reported. The kinetic and isotherm model data were defined by nonlinear regressions using the software Origin- Pro (ver. 8.0, OriginLab Co., MA). Beside the coefficient of Figure 1. Effect of solution pH on biosorption. [Color figure determination (R2), S factor, the adjusted determination coef- can be viewed in the online issue, which is available at ficient [R2 (adj)] and mean square error (MSE) statistical anal- wileyonlinelibrary.com.] ysis techniques were used to evaluate the best-fit of the Environmental Progress & Sustainable Energy (Vol.33, No.2) DOI 10.1002/ep July 2014 397
higher biosorption potential with smaller biosorbent particles Kinetic Modeling of Biosorption Process can be attributed to the fact that smaller particles provide a Kinetics studies provide valuable insights into the reaction larger surface area and better accessibility of dye into active pathway and mechanism of biosorption system. Thence, the pores [1,19]. experimental data were analyzed by the pseudo-first order, Temperature has an apparent effect on the removal of pseudo-second order, and sigmoid Logistic nonlinear kinetic dye from aqueous solutions [20]. The effect of temperature models, and these models are presented in Table 1. on the biosorption of MR GRL by the biosorbent was studied Table 2 shows the parameters obtained from the fits of in the range of 25–45 C. The dye removal increased from the biosorption kinetic models. The statistical data indicate 13.20 to 19.60 mg g21 with the rise in temperature from 25 to that the nonlinear pseudo-first-order model was not appro- 45 C, suggesting that the process was endothermic in nature priate for describing the biosorption kinetics. Contrary to this (pH: 8, Co: 40 mg L21, m: 1 g L21, dp: 63–125 mm, t: 30 min). kinetic model, the biosorption process was well described by Better biosorption at higher temperature may be due to enhanced mobility of the dye molecules from the solution to the biosorbent surface [21]. Table 1. Kinetic model equations employed. Initial dye concentration plays an important role in the biosorption capacity of dye for biosorbent [22]. The effect of Model Nonlinear equation Reference initial MR GRL concentration on the dye removal process is presented in Figure 3 as a function of contact time (pH: 8, Pseudo-first order qt 5qe ð12e2k1 t Þ [24] m: 1 g L21, dp: 63–125 mm, T: 45 C). The biosorption amount h5k1 qe at equilibrium increased from 35.14 to 58.68 mg g21 with the increase in the initial dye concentration from 40 to 80 mg k2 qe2 t L21. The result may be due to the increase in the driving qt 5 Pseudo-second order 11k2 qe t [24] force of the concentration gradient with the higher initial dye concentration [23]. Additionally, it was observed that the h5k2 qe2 qe uptake of dye was rapid for the first 30 min, and thereafter Logistic qt 5 11e2kðt2tcÞ [25] proceeded at a slower rate up to 90 min, and finally, attained 1=2 Intraparticle diffusion qt 5kp t 1C [24] saturation in about 120 min as shown in Figure 3. Such a short equilibrium time indicates the feasibility of biosorbent for the dye removal from aqueous solutions. k1 and k2, rate constants for first-order and pseudo-second order models; h, initial biosorption rate; k, relative biosorp- tion rate; tc, t point defining center of qe value; kp, intrapar- ticle diffusion rate constant; C, a constant related to thickness of boundary layer. Table 2. Parameters obtained from fits of biosorption kinetic models. Nonlinear Co (mg L21) model Parameter 40 60 80 21 Pseudo-first qe (exp) (mg g ) 35.14 48.37 58.68 order k1 (min21) 0.0269 0.0569 0.0924 Figure 2. Influence of ionic strength on dye removal. [Color qe (mg g21) 37.74 45.01 53.72 figure can be viewed in the online issue, which is available h (mg g21 min21) 1.015 2.561 4.964 at wileyonlinelibrary.com.] S factor 1.8177 3.8324 4.4463 R2 96.50 90.40 88.90 R2 (adj) 96.40 89.40 86.60 MSE 4.670 7.690 9.662 Pseudo-second k2 (g mg21 min21) 0.0006 0.0015 0.0022 order qe (mg g21) 36.45 51.46 60.34 h (mg g21 min21) 0.797 3.972 8.010 S factor 1.5511 2.2021 1.5632 R2 (%) 98.50 96.50 98.40 R2 (adj) (%) 98.50 96.00 98.30 MSE 2.560 3.570 2.650 Logistic K (min21) 0.048 0.038 0.034 qe (mg g21) 34.78 48.50 59.18 S factor 0.7506 0.8581 0.6994 R2 (%) 99.50 99.40 99.60 R2 (adj) (%) 99.50 99.30 99.50 MSE 0.560 0.740 0.490 Intraparticle kp (mg g21 min21/2) 3.1532 3.1481 3.1389 Figure 3. Effect of initial MR GRL concentration on biosorp- diffusion C (mg g21) 1.44 14.68 25.15 tion process with Logistic model lines. [Color figure can be S factor 2.3189 2.3296 2.3302 viewed in the online issue, which is available at R2 (%) 95.10 95.10 95.10 wileyonlinelibrary.com.] R2 (adj) (%) 94.50 94.60 94.50 MSE 5.377 5.427 5.430 398 July 2014 Environmental Progress & Sustainable Energy (Vol.33, No.2) DOI 10.1002/ep
the nonlinear pseudo-second-order model with better statisti- different dye concentrations, all the model parameters with cal results for all MR GRL concentrations. This suggests that the statistical data are listed in Table 4. the rate of dye biosorption process was probably controlled The Freundlich model can be applied to multilayer sorp- by the surface sorption [26]. tion with nonuniform distribution of sorption heat and affin- The Logistic model is one of the most common sigmoid ity over the heterogeneous surface [6]. The statistical analysis curves that find an application in wide range of fields includ- values show that the nonlinear Freundlich model did not ing biology, sociology, economics, chemistry, and psychol- properly characterize the biosorption equilibrium. Besides, ogy. This model is mainly used for modeling of microbial for this study, the values of nf between 1 and 10 represent a growth and product formation [27,28]. In the research, the suitable biosorption [19]. nonlinear Logistic model is newly used for explaining the The Langmuir model proposes that the biosorption pro- whole biosorption process of MR GRL onto walnut shell. As cess takes place at the specific homogeneous sites within the shown in Table 2, the Logistic model presented the best-fit biosorbent surface and that once the dye molecule occupies to experimental data. Figure 3 also depicts that this model a site, no further biosorption can take place at that site, lines were quite close to the experimental data obtained which concludes that the biosorption process is monolayer over the biosorption period. Moreover, for all initial dye con- in nature [30]. As depicted in Table 4, this model fitted better centrations, the biosorption capacity values of biosorbent, qe to the biosorption data than the Freundlich model in all (mg g21), obtained from the model agreed very well with cases. This indicates the monolayer coverage of dye mole- those of experimental. In this way, these results reveal that cules on the biosorbent surface. The RL values between 0 the Logistic model could be applied effectively for describing and 1 also reflect a favorable biosorption [6,14]. the whole dye removal process. The Hill equilibrium model is used for describing the Because the above models could not identify the diffusion binding of different species onto homogeneous substrates mechanism, the experimental data were also tested by the [31]. In the work, the nonlinear Hill model is first applied to intraparticle diffusion model [29]. With reference to this explain the MR GRL biosorption by walnut shell. Table 4 model, if a linear line passing through the origin exists denotes that this equation was the most appropriate isotherm between qt and t1/2, the intraparticle diffusion is the sole model to define the equilibrium behavior. Additionally, bio- rate-limiting step. But, if multilinear plots are exhibited, two sorption capacity values predicted from this model agreed or more steps control the biosorption process. The plots for very well with the experimental values for all MR GRL con- MR GRL removal of walnut shell at three different concentra- centrations. Thus, the results present that the Hill model tions had three distinct regions. The initial region of the could be properly used to express the biosorption equilib- curve relates the biosorption on the external surface. The rium manner of MR GRL for walnut shell. second stage corresponds to the gradual uptake presenting The aforesaid isotherm models could not explain clearly the intraparticle diffusion as rate-controlling step. The final the physical or chemical behavior of the biosorption process, plateau region indicates the surface sorption and the equilib- and the equilibrium data were further analyzed using the rium stage [19,26]. Thus, the intraparticle diffusion was not nonlinear D-R model. The magnitude of mean-free energy the only rate-limiting step, and also the other mechanism(s) value (E, kJ mol21) obtained from D-R model is useful to may control the rate of biosorption process or all of which predict the type of biosorption process. The E values may be operating simultaneously. between 8 and 16 kJ mol21 indicate chemical sorption while the values lower than 8 kJ mol21 imply physical sorption Equilibrium Modeling of Biosorption Biosorption isotherm studies procure some basic informa- Table 4. Isotherm model parameters. tion on a given system. Equilibrium isotherms are used to compare different biosorbents and define the affinities, Nonlinear Co (mg L21) capacities, and surface properties of biosorbents. Thus, Freundlich, Langmuir, Hill, and D-R nonlinear equilibrium model Parameter 40 60 80 models were used to describe the equilibrium data. The Freundlich qe (exp) (mg g ) 21 35.14 48.37 58.68 equations of isotherm models used are given in Table 3. For Kf (mg g21) (L g21)1/n 6.96 6.65 7.04 nf 2.04 1.81 1.78 Table 3. Equations of isotherm models used. S factor 3.6973 4.2158 4.2949 R2 (%) 97.40 96.20 95.40 Model Nonlinear equation Reference R2 (adj) (%) 95.70 94.90 94.60 1=n MSE 5.670 6.773 7.446 Freundlich qe 5Kf Ce f [6] Langmuir b (L mg21) 0.079 0.034 0.025 Langmuir qL bCe [6] qL (mg g21) 36.41 50.82 62.96 qe 5 11bCe RL 0.24 0.33 0.34 1 S factor 1.6154 1.7181 1.9126 RL 5 R2 (%) 98.80 98.75 98.67 11bCo nH R2 (adj) (%) 98.50 97.90 97.00 Hill qe 5 KqH1C Ce nH [6] MSE 3.388 3.824 5.308 H e qe 5qDR e2Be 2 Hill qH (mg g21) 35.24 47.98 58.21 Dubinin-Radushkevich [6] S factor 1.3758 1.5305 1.2838 E51=ð2BÞ1=2 R2 (%) 99.40 99.00 99.60 R2 (adj) (%) 99.20 98.70 99.40 Kf and nf, constants related to capacity and intensity of bio- MSE 1.890 2.340 1.650 sorption; b, a constant related to energy of biosorption; qL, Dubinin– qDR (mg g21) 35.34 54.63 66.92 qH, and qDR, maximum biosorption capacity; RL, separation Radushkevich E (kJ mol21) 0.32 0.15 0.11 factor; KH and nH, constant and exponent of Hill model; B, a S factor 1.6128 3.3998 3.8926 constant related to biosorption energy; e, Polanyi potential; R2 (%) 98.80 96.60 94.80 E, mean-free energy. R2 (adj) (%) 98.60 95.90 93.90 MSE 2.600 5.759 8.367 Environmental Progress & Sustainable Energy (Vol.33, No.2) DOI 10.1002/ep July 2014 399
[19]. For the present research, the E values were found to be of Acid Black 1 dye biosorption by different brown mac- lower than 8 kJ mol21, presenting that the biosorption of MR roalgae, Chemical Engineering Journal, 179, 158–168. GRL onto walnut shell might be a physical-sorption process. 14. Sahmoune, M. N., & Ouazene, N. (2012). Mass-transfer processes in the adsorption of cationic dye by sawdust, CONCLUSION Environmental Progress and Sustainable Energy, 31, This study reports on the possibility of using walnut shell 597–603. as a biosorbent for the removal of MR GRL from aqueous 15. Do gan, M., Abak, H., & Alkan, M. (2009). Adsorption of media. The nonlinear Logistic model was the best model to methylene blue onto hazelnut shell: Kinetics, mechanism represent the dye-biosorption kinetics. Additionally, the intra- and activation parameters, Journal of Hazardous Materi- particle diffusion was not the sole rate-limiting step influenc- als, 164, 172–181. ing the biosorption process. 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