Removal Mechanisms of Toluene from Aqueous ... - ACS Publications

Jun 9, 2011 - Maryam Mohamed* and Sabeha Ouki*. Centre for Environmental Health Engineering, University of Surrey, Guildford, Surrey, GU2 7XH, United ...
0 downloads 0 Views 2MB Size
ARTICLE pubs.acs.org/IECR

Removal Mechanisms of Toluene from Aqueous Solutions by Chitin and Chitosan Maryam Mohamed* and Sabeha Ouki* Centre for Environmental Health Engineering, University of Surrey, Guildford, Surrey, GU2 7XH, United Kingdom ABSTRACT: Low-cost materials of natural origin such as chitin and chitosan were found to effectively remove toluene from aqueous solutions. Batch adsorption experiments for the removal of toluene (5200 mg/L) were conducted to obtain the isotherm profile. The effects of various parameters such as initial concentrations, adsorbent dose, and contact time on the removal performance of toluene were evaluated. Chitosan shows better removal efficiency, compared to chitin, both in terms of the level of toluene adsorbed per unit mass of adsorbent and in terms of the adsorption kinetics. Adsorption capacity in the range of 33%58% efficiency was obtained when the chitosan materials were used. The adsorption data on toluene were found to best fit the Langmuir and RedlichPeterson isotherm models. The kinetic studies revealed that the adsorption of toluene followed the pseudo-secondorder rate model. Overall, the study demonstrated that chitosan is a potential adsorbent for the removal of toluene at concentrations as high as 200 mg/L.

1. INTRODUCTION Among the volatile organic compounds (VOCs), toluene is harmful to human health and the environment at very low concentrations. Toluene is mainly found in wastewater from petroleum refining industries and petrochemical manufacturing plants. Because of the substantial uses of petroleum products, this compound represents a hazard to the public health. Low concentrations of toluene were found in groundwater and surface water in a few micrograms per liter; however, accidental emissions may lead to higher concentrations.1 The presence of toluene contamination related to petroleum products is due to their high concentration in gasolines: 1.5% (v/v) of toluene, 1% (v/v) of benzene, 10 mg/mL.

dX ¼ Ks ðXe  XÞ2 dt

ð12Þ

where Ks is the overall pseudo-second-order rate constant. The integration of eq 12 with the initial conditions of X = 0 at t = 0 leads to   t 1 1 ¼ + t ð13Þ X Ks X e 2 Xe The initial sorption rate (h) at time t f 0 is defined as h ¼ Ks Xe 2

ð14Þ

The plot of t/X against t is presented in Figure 3. The adsorption capacity (Xe) is obtained from the slope of the line and the initial sorption rate (h), and Ks is obtained from the intercept. The R2 correlation coefficients that are presented in Table 2 are closer to unity for the pseudo-second-order rate equation than that for the pseudo-first-order rate equation; hence, the pseudo-secondorder rate model provides an accurate description for the sorption kinetic of toluene by both chitin and chitosan. The values of Ks and h are calculated from the plot in Figure 3 and are shown in Table 2. It can be observed that the value of the initial sorption rate h for the adsorption of toluene on chitosan is the highest. 9561

dx.doi.org/10.1021/ie200110t |Ind. Eng. Chem. Res. 2011, 50, 9557–9563

Industrial & Engineering Chemistry Research

ARTICLE

Table 2. Parameters of Kinetic Models for the Adsorption of Toluene by Chitin and Chitosana Pseudo-First-Order Rate Constant Model R2 Kf (h1)

adsorbent

linear

nonlinear

chitin

0.4333

0.7635

0.9891

chitosan

0.6128

0.9353

0.9823

Pseudo-Second-Order Rate Constant Model R2 adsorbent h (mg/(g h)) Ks (g/(mg h)) Xe (mg)

linear

nonlinear

chitin

1.4436

1.5411

0.9679

0.9993

0.9999

chitosan

2.1594

1.6620

1.1399

0.9991

0.9993

Bangham Model R2 adsorbent

k0 (g)

R

linear

nonlinear

chitin

0.0012

0.1616

0.9907

0.9626

chitosan

0.0015

0.1828

0.9308

0.9918

Intraparticle Diffusion Model

Figure 4. Bangham model for the removal of toluene by chitin and chitosan. (Conditions: temperature = 22 ( 1 °C, initial concentration of toluene = 50 mg/L, and adsorbent dosage = 15 g/L.)

where m is the amount of adsorbent used per liter of solution, V is the volume of solution, and k0 and R are constants (R < 1). The applicability of this model is tested to demonstrate whether it can simulate toluene sorption by chitin and chitosan. The linearity of the double logarithmic plot of eq 15 (see Figure 4) indicates that the diffusion of toluene into the pores is a controlling step in the sorption process. Values of the constants, k0 and R, are shown in Table 2. 3.3.4. Intraparticle Diffusion Model. The applicability of intraparticle diffusion model as a single rate-controlling step was tested using the Weber and Morris method:29

R2 kid (mg/(g h1/2))

I (mg/g)

linear

nonlinear

chitin

0.1606

1.3083

0.9670

0.9893

chitosan

0.1862

1.5931

0.8623

0.9792

adsorbent

a Conditions: temperature = 22 ( 1 °C, initial concentration of toluene = 50 mg/L, and adsorbent dosage = 15 g/L.

Figure 3. Pseudo-second-order rate model for the removal of toluene by chitin and chitosan. (Conditions: temperature = 22 ( 1 °C, initial concentration of toluene = 50 mg/L, and adsorbent dosage = 15 g/L.)

3.3.3. The Bangham Equation. Since the initial rapid adsorption reaction is followed by a slow stage of adsorption, the Bangham equation suggests that      C0 k0 m + R log t log log ¼ log 2:303V C0  ð X=M Þm ð15Þ

X ¼ kid t 1=2 + I M

ð16Þ

where kid and I are constants. A plot of X/M against t1/2 gives a straight line (not shown), which means that the intraparticle diffusion is an appropriate model to describe the adsorption mechanism. The values of the intercept I are given in Table 2 and present the thickness of the boundary layer. Elevated intercept values indicate significant effects of the boundary layer. The straight lines obtained did not pass through the origin, indicating that the pore diffusion is not the only rate-controlling step in the removal of toluene, especially in the initial stages of the adsorption process. This is particularly true for toluene sorption by chitosan for which the intercept values are higher and the linearity coefficients are lower than those by chitin.

4. CONCLUSIONS In this study, chitin and chitosan, which are natural fishery waste materials, can be used as effective adsorbents for the removal of toluene from aqueous solutions. Higher toluene removal by chitin and chitosan is possible when the initial concentration of toluene was low in the aqueous solution. The Langmuir and RedlichPeterson isotherms presented the best fit of the equilibrium data. The optimum parameters of the adsorption process were determined. The results showed that the chitin and chitosan have considerable potential for toluene removal from aqueous solutions over a wide range of initial concentrations. The optimum adsorbent dose for removal of toluene by chitin and chitosan were determined to be 27 and 15 mg/mL, respectively, with an initial toluene concentration of 50 mg/L. The kinetics of the adsorption process indicates that a minimum contact time of 8 h is required to attain equilibrium 9562

dx.doi.org/10.1021/ie200110t |Ind. Eng. Chem. Res. 2011, 50, 9557–9563

Industrial & Engineering Chemistry Research conditions. Adsorption kinetics is best represented by a secondorder rate model. The adsorption mechanism favor chitosan to be used for the effective removal of toluene from wastewater.

’ AUTHOR INFORMATION Corresponding Author

*Tel.: +44 1483 686633. Fax: +44 1483 682135. E-mail addresses: [email protected] (S.O.), [email protected] (M.M.).

’ NOMENCLATURE a = Langmuir constant or the maximum adsorbent-phase concentration of adsorbate when surface sites are saturated with adsorbate (mg adsorbate/g adsorbent) aR = RedlichPeterson isotherm constant (L/mg)1/β b = Langmuir constant, or constant that is related to the free energy of adsorption B1 = Temkin isotherm constant BD = DubininRadushkevich isotherm constant bT = Temkin isotherm constant C0 = initial adsorbate concentration (mg/L) Ce = residual adsorbate concentration at equilibrium (mg/L) E = mean free energy of adsorption (kJ/g) h = initial sorption rate (mg/(g h)) I = intercept of intraparticle diffusion equation (mg/g) k0 = constant of the Bangham equation (g) kid = intraparticle diffusion rate constant (mg/(g h1/2)) K = Freundlich constant (mg/g)(mg/L)1/n) Kf = overall pseudo-first-order rate constant (h1) KR = RedlichPeterson isotherm constant (l/g) KT = Temkin isotherm constant (L/mg) Ks = overall pseudo-second-order rate constant (g/(mg h)) m = amount of adsorbent used per liter of solution (g/L) M = amount of solid adsorbent material used (g) n = Freundlich constant that indicates the intensity of the adsorption qd = DubininRadushkevich isotherm constant (mg/g) R = universal gas constant; R = 8.314 J/(mol K) R2 = correlation coefficient RL = dimensionless separation factor T = absolute temperature (K) t = time (h) V = volume of adsorbate solution (mL) X = amount of adsorbate adsorbed at time t (mg) Greek Letters

β = exponent in the RedlichPeterson equation R = constant in the Bangham equation

’ REFERENCES (1) Valor, I.; Perez, M.; Cortada, C.; Apraiz, D.; Molto, J. C. Analysis of BTEX Compounds in Water, 1st ed.; Marcel Dekker: New York, 2000. (2) Farhadiana, M.; Ducheza, D.; Vachelarda, C.; Larroche, C. Monoaromatics removal from polluted water through bioreactors—A review. Water Res. 2008, 67, 1325–1341. (3) IPPC, I.P.P.a.C. Reference Document on Best Avaliable Techniques for Mineral Oil and Gas Refineries; European Commission: 2003. (4) Stepnowski, P.; Siedlecka, E. M.; Behrend, P.; Jastorff, B. Enhanced photo-degradation of contaminants in petroleum refinery wastewater. Water Res. 2002, 36 (9), 2167–2172. (5) Technical Factsheet on: Toluene. http://water.epa.gov/drink/ contaminants/basicinformation/basicinformation_toluene.cfm, USEPA, accessed September 15, 2005.

ARTICLE

(6) Toluene in Drinking-Water; World Health Organization (WHO): Geneva, Switzerland, 2004. (7) Garcia, N. M.; Nollet, L. M. L. BTEX. In Chromatographic Analysis of the Environment, 3rd ed.; Nollet, L. M. L., Ed.; Taylor & Francis Group: London, 2006; pp 513554. (8) EPA Priority Pollutants. http://water.epa.gov/scitech/methods/ cwa/pollutants.cfm, USEPA, accessed October 10. (9) Stenzel, M. H.; Gupta, S. U. Air pollution control with granular activated carbon and air stripping. J. Hazard. Waste Manage. 1995, 35 (12), 1304–1309. (10) Giffin, S. D.; Davis, A. P. Prediction of Carbon BTEX Adsorption Capacity Using Field Monitoring Data. J. Environ. Eng. 1998, 124 (10), 921–931. (11) Zytner, R. G. Sorption of benzene, toluene, ethylbenzene and xylenes to various media. J. Hazard. Mater. 1994, 38 (1), 113–126. (12) Daifullah, A. A. M.; Girgis, B. S. Impact of surface characteristics of activated carbon on adsorption of BTEX. Colloids Surf., A 2003, 214 (1), 181–193. (13) Babel, S.; Kurniawan, T. A. Low-cost adsorbents for heavy metals uptake from contaminated water: A review. J. Hazard. Mater. 2003, 97 (13), 219–243. (14) Swamy, M. M.; Mall, I. D.; Prasad, B.; Mishra, I. M. Removal of phenol by adsorption on coal fly ash and activated carbon. Pollution Research, 1997, 16 (3), 170–175. (15) Ngah, W. S. W.; Musa, A. Adsorption of humic acid onto chitin and chitosan. J. Appl. Polym. Sci. 2009, 69 (12), 2305–2310. (16) Ahmaruzzaman, M. Adsorption of phenolic compounds on low-cost adsorbents: A review. Adv. Colloid Interface Sci. 2008, 143 (12), 48–67. (17) L€u, X. Y.; Huang, Y.; Ma, C. Q. Evaluation of protein adsorption on chitosan surfaces with reflectometry interference spectroscopy. Sensors 2001, 1 (5), 148–160. (18) Guibal, E. Interactions of metal ions with chitosan-based sorbents: A review. Sep. Purif. Technol. 2004, 38 (1), 43–74. (19) Ravi Kumar, M. N. V. A review of chitin and chitosan applications. React. Funct. Polym. 2000, 46 (1), 1–27. (20) Varma, A. J.; Deshpande, S. V.; Kennedy, J. F. Metal complexation by chitosan and its derivatives: A review. Carbohydr. Polym. 2004, 55 (1), 77–93. (21) MWH Water Treatment: Principles and Design, 2nd ed.; John Wiley & Sons: Hoboken, NJ, 2005. (22) Coulson, J. M.; Richardson, J. F. Chemical Engineering: Particle Technology and Separation Processes, 4th ed.; ButterworthHeinemann: Oxford, U.K., 1991; Vol. 2. (23) Sundstrom, D. W.; Klei, H. E. Wastewater Treatment; Prentice Hall: London, 1979. (24) Weber, T. W.; Chakraborti, R. K. Pore and solid diffusion models for fixed bed adsorbents. AIChE J. 1974, 20, 228–238. (25) Benefield, L. D.; Judkins, J. F.; Weand, B. L. Process Chemistry for Water and Wastewater Treatment: PrenticeHall: London, 1982. (26) Singh, K. P.; Malik, A.; Sinha, S.; Ojha, P. Liquid-phase adsorption of phenols using activated carbons derived from agricultural waste material. J. Hazard. Mater. 2008, 150 (3), 626–641. (27) Mall, I. D.; Srivastava, V. C.; Agarwal, N. K.; Mishra, I. M. Adsorptive removal of malachite green dye from aqueous solution by bagasse fly ash and activated carbon-kinetic study and equilibrium isotherm analyses. Colloids Surf., A 2005, 264, 17–28. (28) Ho, Y. S.; Porter, J. F.; McKay, G. Equilibrium Studies for the Sorption of Divalent Metal Ions onto Peat: Copper, Nickel and Lead Single Component Systems. Water, Air, Soil Pollut. 2002, 141, 1–33. (29) Weber, W. J.; Morris, J. C. Kinetics of adsorption on carbon from solutions. J. Sanit. Eng. Div., Am. Soc. Civ. Eng. 1963, 89, 31–60.

9563

dx.doi.org/10.1021/ie200110t |Ind. Eng. Chem. Res. 2011, 50, 9557–9563