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Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 
www.ijera.com 116 | P a g e 
Removal of Fluoride from Drinking Water Using Sawdust Suman Mann, Dr Anubha Mandal Abstract In this study, the adsorption behaviour of sawdust has been studied in order to consider its application for fluoride removal. The batch adsorption method was employed: Laboratory investigation of the potential of sawdust to remove fluoride from aqueous solution has been studied. The effects of various experimental parameters, such as pH (3-11), adsorbent dosage (0.5-2.5 g/l),particle size(90μm to 300μm), contact time(30- 150 min) and initial concentration(5 to 30mg/l) were investigated . The equilibrium data have been analyzed by the Langmuir, Freundlich and Tempkin isotherm models, the experimental data were better fitted to the Langmuir equation. The adsorption kinetics also investigated by the pseudo-first-order , pseudo-second-order, intraparticle diffusion and Elovich model . The deflouridation process followed pseudo second order model. Key words: adsorption, deflouridation, isotherms, 
I. INTRODUCTION 
High fluoride levels in drinking water has become one of the most critical health hazards. Fluoride in nature exists as mineral deposits and, naturally, contaminates our ground water resources. Besides, surface water is also being polluted by fluoride due to various anthropogenic activities. Drinking water containing fluoride may be beneficial or detrimental depending upon its concentration and total amount consumed [1]. Excess intake (>1.5 mgL- 1) may cause fluorosis (dental, skeletal and non- skeletal) along with various neurological complication. It is estimated that around 260 million people worldwide (in 30 countries) are drinking water with Fluoride content more than 1.0 mg/L. In India alone, endemic Fluorosis is thought to affect around one million people and is a major problem in 17 of the 25 states, especially Rajasthan, Andhra Pradesh, Tamil Nadu, Gujarat and Uttar Pradesh. In India totally 25 states have been reported as fluoride affected areas but severe problem occurred in the states of Andhra Pradesh[2-5]. The high fluoride levels in drinking-water and its impact on human health in many parts of India have increased the importance of defluoridation studies. Removal of fluoride from the ground water is challenging task among the scientists. 
Because of its health risks, defluoridation of drinking water is the best practicable option to overcome the problem of excessive fluoride in drinking water, where alternate source is not available. During the years following the discovery of fluoride as the cause of fluorosis, extensive research has been done on various methods for removal of fluoride from water and wastewater. These methods are based on the principle of adsorption (Raichur and Basu, 2001), ion-exchange (Singh et aI., 1999), precipitation-coagulation (Saha, 1993), membrane separation process (Dieye et ai.,1998), electrodialysis (Hichour et aI., 1999), etc. Among these methods, adsorption is the most effective and widely used method because it is universal, has a low maintenance cost, and is applicable for the removal of fluoride even at low concentrations. Adsorption is one of the significant techniques in which fluoride adsorbed onto a membrane, or a fixed bed packed with resin or other mineral particles. Many natural and low cost materials such as red mud [6,7], zirconium impregnated coconut shell carbon [8], cashew nut shell carbon [9], ground nut shell carbon [10] and clays [11] have been used as adsorbents for fluoride removal from drinking water. 
II. MATERIAL AND METHODS 
2.1Adsorbent collection and preparation Sawdust of kail wood is collected from the workshop of Kasturba Polytechnic for Women, pitampura, Delhi and washed with distilled water followed by drying in a hot air oven at 1500C for 24 hrs. The dried sawdust was grinded and sieved well in fraction of 90, 150, 300μm mesh size particles that were preserved in different air tight containers for subsequent use as adsorbent. 2.2 Preparation of Stock Solution The fluoride stock solution of 1000 mg/l was prepared by diluting 2.21 g of sodium fluoride salt in one litre of distilled water. 2.3Methodology Batch sorption studies were conducted to study the effect of controlling parameters like contact time, adsorbent dosage, solution pH, particle size, initial concentration etc. All the experiments were conducted at room temperature (29±20C). Fluoride concentration was estimated by method 23 of IS 3025( electrode method). 
RESEARCH ARTICLE OPEN ACCESS
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ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 
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III. RESULTS AND DISCUSSIONS 
3.1 Effect of adsorbent dose: 
Adsorbent dose is an important parameter owing to its effect on efficiency (%) and on the amount of fluoride adsorbed per unit weight of biomass (qe). The influence of adsorbent dose on fluoride removal is checked at a fixed initial fluoride concentration of 10 mg/L, pH 6-7 at temperature 27±3°C. It was noticed that percentage removal of fluoride increased from 66% to 72.7% with a change in adsorbent dose from 0.5 g/L to 3 g/L respectively. From Fig.5.1.1 result shows that the optimum dose of adsorbent was found 2 g/L for fluoride concentration of 10mg/L,which gives 72.7% fluoride ion removal efficiency. An adsorbent dose of 2 g/L was used for further study. 
Adsorbent dose in gm/l pH Fig 3.1: Effect of adsorbent dose on fluoride removal fig3.2: Effect of pH on fluoride removal 
3.2 Effect of pH To find the effect of pH on adsorption by sawdust, study was conducted from pH 3 to10 in acidic and alkaline conditions respectively. The graphical representation is shown in Figure3.2 found that the removal of fluoride was increased up to pH 7 and then decreases. Highest adsorption of fluoride was found to be 70.6% to 75.6 % in the pH range 6.0 and 8.0. It is seen that the sorption of fluoride is good in the pH range 6.0-8.0.This may be due to neutralization of the negative charge at the surface of adsorbent material by greater hydrogen concentration at lower pH values. 3.3Effect of particle size 
Experiments were conducted to evaluate the influence of adsorbent particle size for a constant weight on the removal of fluoride ions, the defluoridation experiments were conducted using sawdust with four different particle sizes viz. 90–150, 150–300, and 300-600μm. As the dsorption process is a surface phenomenon, the defluoridation efficiency of the sample with 90μm registered high value, this is mainly true since the surface area and the number of active pores of the adsorbent increase with the decrease in particle size. The percentages of fluoride removal by the sample with different particle sizes are studied. Hence, the material with particle size of 90μm has been chosen for further experiments. Higher percentage of adsorption by sawdust with smaller particle size is due to the availability of more specific surface area on the adsorbent surface. 
Particle size in μm Contact time Fig 3.3: Effect of particle size on fluoride removal Fig 3.4: Effect of contact time on fluoride removal 
3.4 Effect of contact time 
It is very necessary to determine the effect of contact time required to reach equilibrium for designing batch adsorption experiments. The fluoride removal capacity qe (mg/g) on the sawdust was determined by varying contact time (30-150 minutes) 
64 
66 
68 
70 
72 
74 
0 
2 
4 
% removal 
% removal 
0 
20 
40 
60 
80 
0 
10 
20 
% Removal 
% Removal 
68.5 
69 
69.5 
70 
70.5 
71 
71.5 
0 
500 
1000 
% Removal 
64 
66 
68 
70 
72 
74 
0 
100 
200 
%Removal
Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 
www.ijera.com 118 | P a g e 
for a given initial concentration of 10mg/l and best pH (7.0) at 150 rpm. As illustrated in Figure 3.4, the adsorption of fluoride increased with rise in contact time upto 120 min and further increase in contact time did not enhance the fluoride adsorption process. The adsorption process attained equilibrium after 120 min. The fast adsorption rate at the initial stage may be explained by an increased availability in the number of active binding sites on the adsorbent. 3.5 Effect of initial concentration 
The efficiency of fluoride adsorption for different initial F- concentrations ranging from 5 to 30.0 mg/L was investigated by carrying out adsorption experiments at optimum adsorbent dose (2.0 g L-1) with 150 μm particle size, pH 7.0,agitation speed 150 rpm at temperature 30 0C for a contact time of 120 min. It follows from the result that the amount of fluoride uptake, and qe i.e. uptake per unit weight of sorbent increased with increase in initial fluoride concentrations. 
Similar observations have been reported elsewhere (Choi and Chen, 1979, Muthukumaran, 1995). The increase in amounts of fluoride uptake by unit weight of sorbent with increase in initial fluoride concentrations is perhaps due to sorbate concentration gradient, which is the driving force for intraparticle transport which facilitates diffusion of sorbate molecule to the surface sites for ultimate attachment (Karthikeyan, 1982). 
Initial concentration Fig 3.6: Effect of initial concentration on fluoride removal 
3.6 Equilibrium of Sorption study 
Adsorption isotherms are mathematical models that describe the distribution of the adsorbate species among liquid and adsorbent, based on a set of assumptions that are mainly related to the homogeneity/ heterogeneity of adsorbents, the type of coverage and possibility of interaction between the adsorbate species. Adsorption data are usually described by adsorption isotherms, such as Langmuir and Freundlich isotherms. These isotherms relate fluoride uptake per unit mass of adsorbent, qe, to the equilibrium adsorbate concentration in the bulk fluid phase Ce Isothermal equilibrium studies were conducted employing different initial fluoride concentrations of 5, 10, 15, 20, 25, and 30 mg.L-1 of adsorbate. 3.6.1 The Langmuir isotherm The Langmuir adsorption isotherm equation is represented in Eq. (1): 푞=푎 푏퐶푒 1+푏퐶푒 (1) And the linearized form can be represented as: 1 푞 = 1 푎 + 1 푎푏 1 퐶푒 (2) 
Where, q is the amount of solute adsorbed per unit weight of material, a is the maximum adsorption capacity, b is the Langmuir constant, and Ce is the equilibrium solute concentration. The plot between 1/qe and 1/Ce is as shown in the figure. 
1/Ce Ln Ce Fig 3.6.1 Langmuir isotherms of fluoride adsorption Fig 3.6.2 Freundlich isotherm of fluoride 
adsorption 
0 
5 
10 
15 
0 
10 
20 
30 
40 
qe(mg/g) 
y = 6.701x -2.186R² = 0.975 
0 
0.1 
0.2 
0.3 
0.4 
0.5 
0.6 
0.7 
0.8 
0 
0.2 
0.4 
0.6 
1/qe 
Linear (1/qe) 
y = 8.428x -6.811R² = 0.947 
0 
0.5 
1 
1.5 
2 
2.5 
3 
0 
0.5 
1 
1.5 
Lnqe 
Linear (Lnqe)
Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 
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3.6.2. The Freundlich isotherm Freundlich adsorption isotherm is the relationship between the amounts of flouride adsorbed per unit mass of adsorbent, qe, and the concentration of the flouride at equilibrium, Ce. 푞=퐾푓퐶푒1/푛 (3) The logarithmic form of the equation becomes 푙표푔푞=푙표푔 퐾푓 + 1 푛 푙표푔 퐶푒 (4) where q = the amount of solute adsorbed per unit weight of adsorbent at equilibrium (mg g-1) Ce = the equilibrium solute concentration (mg L-1) KF = the measurement of the adsorption capacity (mg g-1) based on freundlich isotherm n = the adsorption equilibrium constant 
The ability of Freundlich model to fit the experimental data was examined. Plot between log Ce and logqe was drawn to generate the intercept value of kf and the slope of n as shown in the Figure. 3.6.3 Tempkin isotherm The Tempkin isotherm (Wasewar et al., 2009) contains a factor that explicitly takes in account adsorbing species- adsorbate interactions The Tempkin isotherm is represented by the following equation: qe = RT ln (KT Ce) / b (5) Equation (5) can be linearized as in equation (6). qe = B1 ln KT + B1 ln Ce (6) Where, B1 = RT / b 
Regression of qe versus ln Ce enables the determination of isotherm constants KT and B1 
. 
ln Ce Fig 3.6.2 Tempkin model of fluoride adsorption The values of sorption capacities and coefficient of correlation (R2) for various sorbents and equilibrium models are as shown in the Table. 
Adsorbent 
Langmuir isotherm 
Sawdust 
a 
b 
R2 
0.457 
0.326 
0.9754 
Freundlich isotherm 
Kf 
1/n 
R2 
0.0011 
8.4284 
0.9471 
Tempkin 
KT 
B1 
R2 
0.435 
40.995 
0.7824 
From Table above, The values of coefficient of correlation (R2) was obtained as 0.9754 giving a best fit for Langmuir equation compared to Freundlich Isotherm. It follows from the data the equilibrium adsorption of flouride follows Langmuir isotherm model, which reflects the formation of a monolayer of sorbate over a homogeneous surface of uniform energy and that the adsorbed layer is unimolecular. 
y = 40.99x -34.31R² = 0.782 
-5 
0 
5 
10 
15 
0 
0.5 
1 
1.5 
qe(mg/g) 
qe(mg/g) 
Linear (qe(mg/g))
Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 
www.ijera.com 120 | P a g e 
It may also be observed that the isotherm fits of sawdust have negative intercepts which indicates that the removal is good at lower concentrations, but not as good, at higher concentrations. 
Ce Figure 3.6.4: Comparison between the measured and modeled isotherm profiles for the adsorption of fluoride onto sawdust 3.7 Kinetic model of adsorption 3.7.1 pseudo first order model In order to determine the controlling mechanism of adsorption process such as mass transfer and chemical reaction, the first order kinetic model is used to test the experimental data. A simple kinetics of adsorption is given by Lagergren rate equation.[30] 푑푞푡 푑푡 =퐾1(푞푒−푞푡) Applying conditions: qt = 0 at t = 0 qt = qt at t = t log(qe-qt) = logqe –( k1t/2.303) 
Time(min) Figure 3.7.1 pseudo first order model It was observed that the pseudo-first-order model did not fit well. It was found that the calculated qe values do not agree with the experimental qe values .This suggests that the adsorption of flouride does not follow first- order kinetics. 3.7.2 Pseudo-second-order model 
The pseudo-second-order kinetics may be expressed in a linear form as[31] 푡 푞푡 = 1 퐾2푞푒2+ 1 푞푒푡 
-5 
0 
5 
10 
15 
0 
1 
2 
3 
4 
qe(mg/g) 
qe lang 
qe fren 
Temp qe 
y = -0.021x + 0.26R² = 0.998 
-3.5 
-3 
-2.5 
-2 
-1.5 
-1 
-0.5 
0 
0 
50 
100 
150 
200 
log(qe-qt) 
Linear (log(qe- qt))
Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 
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Time(min) Fig 3.7.2 Pseudo-second-order model It can be seen from Table that there is an agreement between qe experimental and qe calculated values for the pseudo-second-order model. Hence, the pseudo-second-order model better represented the adsorption kinetics. 3.7.3 Intraparticle diffusion model The intraparticle diffusion model describes adsorption processes, where the rate of adsorption depends on the speed at which adsorbate diffuses towards adsorbent (i.e., the process is diffusion-controlled), which is presented by Equation [32] qt =K3 t1/2 + c 
T0.5(min) Figure3.7.3: intraparticle diffusion model for sorption of fluoride onto sawdust 3.7.4 Elovich model: The Elovich model equation is usually expressed as follows. Dqt/dt = α exp (-β qt) qt = β ln(αβ) + β lnt 
lnt Figure3.7.4 Elovich model for fluoride adsorption 
y = 0.265x + 1.059R² = 0.999 
0 
10 
20 
30 
40 
50 
0 
100 
200 
t/qt 
Linear (t/qt) 
y = 0.055x + 3.036R² = 0.797 
3.2 
3.4 
3.6 
3.8 
0 
5 
10 
15 
qt 
qt 
Linear (qt) 
y = 0.245x + 2.476R² = 0.883 
3.2 
3.3 
3.4 
3.5 
3.6 
3.7 
3.8 
0 
2 
4 
6 
qt 
Linear (qt)
Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 
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Table3.1 : Comparison of the pseudo-first-order, pseudo-second-order, Intraparticle diffusion model and Elovich model for their adsorption rate constants and calculated and experimental qe values obtained 
Pseudo-first-order kinetic model 
qe Expt (mg/g) 
K1 (l/min) 
qe ,calc (mg/g) 
R2 
3.65 
0.0495 
1.26 
0.9984 
Pseudo-second-order kinetic model 
qe Expt (mg/g) 
K2 (l/min) 
qe,calc (mg/g) 
R2 
3.65 
0.066 
3.76 
0.9997 Intraparticle diffusion model 
qe Expt (mg/g) 
K3 
qe,calc (mg/g) 
R2 
3.65 
0.0559 
3.64 
0.7976 
Elvich model 
qe Expt (mg/g) 
α 
β 
R2 
3.65 
92.34 
0.2458 
0.8832 
The qe,exp and the qe,cal values from the pseudo-second-order kinetic model are very close to each other. The calculated correlation coefficients are also closer to unity for pseudo-second-order kinetics than that for the pseudo first-order kinetic model , intraparticle diffusion model and Elvich model. Therefore, the sorption can be approximated more appropriately by the pseudo-second-order kinetic model than the pseudo-first-order kinetic model and intraparticle diffusion model for the adsorption of flouride onto sawdust. 
IV. CONCLUSION 
It can be concluded from the results that sawdust have good properties for the sorption of fluoride from aqueous solutions, under optimized conditions, including pH value of 7, contact time of 120 min and adsorbent dosage of sawdust 2 g/L, more than 70% removal efficiency can be acheived. The pseudo- second order model describes the fluoride sorption kinetics at different contact times. The Langmuir model best describes the isotherm’s experimental data, which may indicate that the sorption mechanism of fluoride ions on sawdust is chemisorption on a homogeneous material. REFERENCES 
[1] E.J. Underwood, Trace Elements in Human and Animal Nutrition, Academic Press, New York, 1997, p. 545. 
[2] Jamode, A.V., 2005, Evaluation of performance and kinetic parameters for defluoridation using Azadiraktha indica (Neem) leaves as lowcost adsorbents. Pollution research, 23 (2), 239- 250. 
[3] Shivakumar,M., Rama murthy, M.V., 1977, Quality of well water in madhrai. Ind.J.health, 19(3), 199 – 209. 
[4] Guptha, S.C., Doshi, C.S., and Paliwal, B.L. 1986, Occurance and chemistry of high fluoride ground water in Jalore district of 
western Rajasthan. Annals Arid Zone. 25(4), 255-265. 
[5] Shukla nandita, J.K., Moitra and Trivedi, R.C. 1995, Fluoride level in exfoliated human teeth from 2 contrast environmental regions in India. Indian J.Env.Prot., 15(12), 903-905 
[6] Y. Cengeloglu; E. Kir; M. Ersoz. Sep. Purif. Technol., 2002, 28, 81–86. 
[7] A. Tor; N. Danaoglu; G. Arslan; Y. Cengeloglu. J. Hazard. Mater., 2009, 164, 271–278. 
[8] R. Sai sathish; N.S.R. Raju; G.S. Raju; G. Nageswara Rao; K. Anil Kumar; C. Janardhana. Sep. Sci. Technol., 2007, 42, 769–788. 
[9] G. Alagumuthu; M. Rajan. Chem. Eng. J., 2010, 158, 451–457. 
[10] G. Alagumuthu; M. Rajan. Chemical industry. 2010. Doi: 10.2298/HEMIND100307017A. 
[11] (Article in press). Ali Tor. Desalination, 2006, 201, 267–276 
[12] Munavalli G R, Patki V K, A comparative study of defluoridation techniques,J JPHE 2009, 10(2), 36-43. 
[13] Goswami D and Das K A, Removal of fluoride from drinking water using a modifiedfly ash adsorbent, J SciInd Res, 2006, 65, 77-79. 
[14] Deshmukh W S, Attar S J and Waghmare M D, Investigation on Sorption of Fluoridein Water Using Rice Husk as an Adsorbent, Nat Environ PollutTechnol, 2009, 8(2),217- 223. 
[15] Coetzee P P, Coetzee L L, Puka R and Mubenga S, Characterizations of selectedSouth African clays for defluoridation of natural waters, Water SA, 2003, 29(3), 331-338.
Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com 
ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 
www.ijera.com 123 | P a g e 
[16] Wijesundara T, Low Cost Defluoridation of Water Using Broken Bricks, 30thWEDC International Conference Vientiane, Lao PDR, 2004. 
[17] Nath S K and Dutta R K, Fluoride removal from water using crushed limestone. Ind. J ChemTechnol, 2010, 17, 120-125. 
[18] Vigneswaran S and Visvanathan C, Water Treatment Processes, Simple Options(CRC) press, new work 1995. 
[19] Turner B D, Binning P and Stipp S L S, Fluoride removal by calcite: Evidencefluorite precipitation and surface adsorption, Environ SciTechnol, 2005, 39 9561-9568. 
[20] Wenming D, Zhijun G, Jinzhou D, Liying Z and Suzi T, Sorption characteristics ofzinc (II) by calcareous soil-radiotracer study, ApplRadiat Isotopes, 2001, 54(3)371-375. 
[21] Abdel-jabbar N and Al-asheh S, Factorial Design for the Analysis of Packed- bedSorption of Copper using Eggshell as a Biosorbent, J Environ ProtecSci, 2009, 3133-139. 
[22] Kalyani G, Rao B and Saradhi V, Equilibrium and kinetic studies on biosorption ofzinc onto Gallus domesticus shell powder, J EngApplSci, 2009, 4, 39-49. 
[23] Clesceri L S, Greenberg A E, Standard Methods for the Examination of Water andWastewater Eaton A D, 20th ed.; APHA, AWWA, WEF: Washington, DC, 1998; 4- 82. 
[24] Mondal M K, Removal of Pb (II) from aqueous solution by adsorption usingactivated tea waste, Korean J ChemEng, 2010, 27(1), 144-151. 
[25] Freundlich H, Over the adsorption in solution, Z PhysChem, 1906, 57(A), 385. 
[26] Langmuir I, The constitution and fundamental properties of solids and liquids, JAm ChemSoc, 1916, 38, 2221. 
[27] Oguz E, Thermodynamic and kinetic investigations of PO43− adsorption on 
blastfurnace slag, J Colloid InterfSci, 2005, 281, 
[28] Wasewar K L, Kumar S and Prasad B, Adsorption of Tin Using Granular ActivatedCarbon, J Environ ProtecSci, 2009, 3, 41- 
[29] Magdy Y H and Daifullah A A M, Adsorption of a basic dye from aqueous solutionsonto sugar-industry-mud in two modes of operations, Waste Manag, 1988, 18(4),219-226. 
[30] Lagergren S, About the theory of so-called adsorption of soluble substances, derSogenanntenadsorptiongelosterstoffeKungligaSvenskaVetenskapsalka de MiensHandlingar, 1898, 2, 41-39. 
[31] Ho Y S, Porter J F and McKay G, Equilibrium isotherm studies for the sorption ofdivalent metal ions onto peat: copper, nickel and lead single component systems,Water Air Soil Pollut, 2002, 141, 1- 33. 
[32] Weber W J and Morris J C, Kinetics of adsorption on carbon from solution, J SanitEngDiv Am Soc Civil Eng, 1963, 89, 31. 
AUTHOR BIOGRAPHY 
Suman Mann received the B.E (Civil Engg.) Degree in 2005 from NIT Hamirpur and pursuing and M.Tech. (Envt. Engg.) from Delhi Technological University( 2011 to 2014). During 2005 t0 2008, worked as lecturer CRRIT, Delhi. Presently working as lecturer in DTTE, Govt of NCT of Delhi(2008 to till date). 
Dr Anubha Mandal ia a scientist ‘C’ UGC. Currently working as professor in Delhi Technological University, Delhi

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Removal of Fluoride from Drinking Water Using Sawdust

  • 1. Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 www.ijera.com 116 | P a g e Removal of Fluoride from Drinking Water Using Sawdust Suman Mann, Dr Anubha Mandal Abstract In this study, the adsorption behaviour of sawdust has been studied in order to consider its application for fluoride removal. The batch adsorption method was employed: Laboratory investigation of the potential of sawdust to remove fluoride from aqueous solution has been studied. The effects of various experimental parameters, such as pH (3-11), adsorbent dosage (0.5-2.5 g/l),particle size(90μm to 300μm), contact time(30- 150 min) and initial concentration(5 to 30mg/l) were investigated . The equilibrium data have been analyzed by the Langmuir, Freundlich and Tempkin isotherm models, the experimental data were better fitted to the Langmuir equation. The adsorption kinetics also investigated by the pseudo-first-order , pseudo-second-order, intraparticle diffusion and Elovich model . The deflouridation process followed pseudo second order model. Key words: adsorption, deflouridation, isotherms, I. INTRODUCTION High fluoride levels in drinking water has become one of the most critical health hazards. Fluoride in nature exists as mineral deposits and, naturally, contaminates our ground water resources. Besides, surface water is also being polluted by fluoride due to various anthropogenic activities. Drinking water containing fluoride may be beneficial or detrimental depending upon its concentration and total amount consumed [1]. Excess intake (>1.5 mgL- 1) may cause fluorosis (dental, skeletal and non- skeletal) along with various neurological complication. It is estimated that around 260 million people worldwide (in 30 countries) are drinking water with Fluoride content more than 1.0 mg/L. In India alone, endemic Fluorosis is thought to affect around one million people and is a major problem in 17 of the 25 states, especially Rajasthan, Andhra Pradesh, Tamil Nadu, Gujarat and Uttar Pradesh. In India totally 25 states have been reported as fluoride affected areas but severe problem occurred in the states of Andhra Pradesh[2-5]. The high fluoride levels in drinking-water and its impact on human health in many parts of India have increased the importance of defluoridation studies. Removal of fluoride from the ground water is challenging task among the scientists. Because of its health risks, defluoridation of drinking water is the best practicable option to overcome the problem of excessive fluoride in drinking water, where alternate source is not available. During the years following the discovery of fluoride as the cause of fluorosis, extensive research has been done on various methods for removal of fluoride from water and wastewater. These methods are based on the principle of adsorption (Raichur and Basu, 2001), ion-exchange (Singh et aI., 1999), precipitation-coagulation (Saha, 1993), membrane separation process (Dieye et ai.,1998), electrodialysis (Hichour et aI., 1999), etc. Among these methods, adsorption is the most effective and widely used method because it is universal, has a low maintenance cost, and is applicable for the removal of fluoride even at low concentrations. Adsorption is one of the significant techniques in which fluoride adsorbed onto a membrane, or a fixed bed packed with resin or other mineral particles. Many natural and low cost materials such as red mud [6,7], zirconium impregnated coconut shell carbon [8], cashew nut shell carbon [9], ground nut shell carbon [10] and clays [11] have been used as adsorbents for fluoride removal from drinking water. II. MATERIAL AND METHODS 2.1Adsorbent collection and preparation Sawdust of kail wood is collected from the workshop of Kasturba Polytechnic for Women, pitampura, Delhi and washed with distilled water followed by drying in a hot air oven at 1500C for 24 hrs. The dried sawdust was grinded and sieved well in fraction of 90, 150, 300μm mesh size particles that were preserved in different air tight containers for subsequent use as adsorbent. 2.2 Preparation of Stock Solution The fluoride stock solution of 1000 mg/l was prepared by diluting 2.21 g of sodium fluoride salt in one litre of distilled water. 2.3Methodology Batch sorption studies were conducted to study the effect of controlling parameters like contact time, adsorbent dosage, solution pH, particle size, initial concentration etc. All the experiments were conducted at room temperature (29±20C). Fluoride concentration was estimated by method 23 of IS 3025( electrode method). RESEARCH ARTICLE OPEN ACCESS
  • 2. Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 www.ijera.com 117 | P a g e III. RESULTS AND DISCUSSIONS 3.1 Effect of adsorbent dose: Adsorbent dose is an important parameter owing to its effect on efficiency (%) and on the amount of fluoride adsorbed per unit weight of biomass (qe). The influence of adsorbent dose on fluoride removal is checked at a fixed initial fluoride concentration of 10 mg/L, pH 6-7 at temperature 27±3°C. It was noticed that percentage removal of fluoride increased from 66% to 72.7% with a change in adsorbent dose from 0.5 g/L to 3 g/L respectively. From Fig.5.1.1 result shows that the optimum dose of adsorbent was found 2 g/L for fluoride concentration of 10mg/L,which gives 72.7% fluoride ion removal efficiency. An adsorbent dose of 2 g/L was used for further study. Adsorbent dose in gm/l pH Fig 3.1: Effect of adsorbent dose on fluoride removal fig3.2: Effect of pH on fluoride removal 3.2 Effect of pH To find the effect of pH on adsorption by sawdust, study was conducted from pH 3 to10 in acidic and alkaline conditions respectively. The graphical representation is shown in Figure3.2 found that the removal of fluoride was increased up to pH 7 and then decreases. Highest adsorption of fluoride was found to be 70.6% to 75.6 % in the pH range 6.0 and 8.0. It is seen that the sorption of fluoride is good in the pH range 6.0-8.0.This may be due to neutralization of the negative charge at the surface of adsorbent material by greater hydrogen concentration at lower pH values. 3.3Effect of particle size Experiments were conducted to evaluate the influence of adsorbent particle size for a constant weight on the removal of fluoride ions, the defluoridation experiments were conducted using sawdust with four different particle sizes viz. 90–150, 150–300, and 300-600μm. As the dsorption process is a surface phenomenon, the defluoridation efficiency of the sample with 90μm registered high value, this is mainly true since the surface area and the number of active pores of the adsorbent increase with the decrease in particle size. The percentages of fluoride removal by the sample with different particle sizes are studied. Hence, the material with particle size of 90μm has been chosen for further experiments. Higher percentage of adsorption by sawdust with smaller particle size is due to the availability of more specific surface area on the adsorbent surface. Particle size in μm Contact time Fig 3.3: Effect of particle size on fluoride removal Fig 3.4: Effect of contact time on fluoride removal 3.4 Effect of contact time It is very necessary to determine the effect of contact time required to reach equilibrium for designing batch adsorption experiments. The fluoride removal capacity qe (mg/g) on the sawdust was determined by varying contact time (30-150 minutes) 64 66 68 70 72 74 0 2 4 % removal % removal 0 20 40 60 80 0 10 20 % Removal % Removal 68.5 69 69.5 70 70.5 71 71.5 0 500 1000 % Removal 64 66 68 70 72 74 0 100 200 %Removal
  • 3. Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 www.ijera.com 118 | P a g e for a given initial concentration of 10mg/l and best pH (7.0) at 150 rpm. As illustrated in Figure 3.4, the adsorption of fluoride increased with rise in contact time upto 120 min and further increase in contact time did not enhance the fluoride adsorption process. The adsorption process attained equilibrium after 120 min. The fast adsorption rate at the initial stage may be explained by an increased availability in the number of active binding sites on the adsorbent. 3.5 Effect of initial concentration The efficiency of fluoride adsorption for different initial F- concentrations ranging from 5 to 30.0 mg/L was investigated by carrying out adsorption experiments at optimum adsorbent dose (2.0 g L-1) with 150 μm particle size, pH 7.0,agitation speed 150 rpm at temperature 30 0C for a contact time of 120 min. It follows from the result that the amount of fluoride uptake, and qe i.e. uptake per unit weight of sorbent increased with increase in initial fluoride concentrations. Similar observations have been reported elsewhere (Choi and Chen, 1979, Muthukumaran, 1995). The increase in amounts of fluoride uptake by unit weight of sorbent with increase in initial fluoride concentrations is perhaps due to sorbate concentration gradient, which is the driving force for intraparticle transport which facilitates diffusion of sorbate molecule to the surface sites for ultimate attachment (Karthikeyan, 1982). Initial concentration Fig 3.6: Effect of initial concentration on fluoride removal 3.6 Equilibrium of Sorption study Adsorption isotherms are mathematical models that describe the distribution of the adsorbate species among liquid and adsorbent, based on a set of assumptions that are mainly related to the homogeneity/ heterogeneity of adsorbents, the type of coverage and possibility of interaction between the adsorbate species. Adsorption data are usually described by adsorption isotherms, such as Langmuir and Freundlich isotherms. These isotherms relate fluoride uptake per unit mass of adsorbent, qe, to the equilibrium adsorbate concentration in the bulk fluid phase Ce Isothermal equilibrium studies were conducted employing different initial fluoride concentrations of 5, 10, 15, 20, 25, and 30 mg.L-1 of adsorbate. 3.6.1 The Langmuir isotherm The Langmuir adsorption isotherm equation is represented in Eq. (1): 푞=푎 푏퐶푒 1+푏퐶푒 (1) And the linearized form can be represented as: 1 푞 = 1 푎 + 1 푎푏 1 퐶푒 (2) Where, q is the amount of solute adsorbed per unit weight of material, a is the maximum adsorption capacity, b is the Langmuir constant, and Ce is the equilibrium solute concentration. The plot between 1/qe and 1/Ce is as shown in the figure. 1/Ce Ln Ce Fig 3.6.1 Langmuir isotherms of fluoride adsorption Fig 3.6.2 Freundlich isotherm of fluoride adsorption 0 5 10 15 0 10 20 30 40 qe(mg/g) y = 6.701x -2.186R² = 0.975 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0 0.2 0.4 0.6 1/qe Linear (1/qe) y = 8.428x -6.811R² = 0.947 0 0.5 1 1.5 2 2.5 3 0 0.5 1 1.5 Lnqe Linear (Lnqe)
  • 4. Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 www.ijera.com 119 | P a g e 3.6.2. The Freundlich isotherm Freundlich adsorption isotherm is the relationship between the amounts of flouride adsorbed per unit mass of adsorbent, qe, and the concentration of the flouride at equilibrium, Ce. 푞=퐾푓퐶푒1/푛 (3) The logarithmic form of the equation becomes 푙표푔푞=푙표푔 퐾푓 + 1 푛 푙표푔 퐶푒 (4) where q = the amount of solute adsorbed per unit weight of adsorbent at equilibrium (mg g-1) Ce = the equilibrium solute concentration (mg L-1) KF = the measurement of the adsorption capacity (mg g-1) based on freundlich isotherm n = the adsorption equilibrium constant The ability of Freundlich model to fit the experimental data was examined. Plot between log Ce and logqe was drawn to generate the intercept value of kf and the slope of n as shown in the Figure. 3.6.3 Tempkin isotherm The Tempkin isotherm (Wasewar et al., 2009) contains a factor that explicitly takes in account adsorbing species- adsorbate interactions The Tempkin isotherm is represented by the following equation: qe = RT ln (KT Ce) / b (5) Equation (5) can be linearized as in equation (6). qe = B1 ln KT + B1 ln Ce (6) Where, B1 = RT / b Regression of qe versus ln Ce enables the determination of isotherm constants KT and B1 . ln Ce Fig 3.6.2 Tempkin model of fluoride adsorption The values of sorption capacities and coefficient of correlation (R2) for various sorbents and equilibrium models are as shown in the Table. Adsorbent Langmuir isotherm Sawdust a b R2 0.457 0.326 0.9754 Freundlich isotherm Kf 1/n R2 0.0011 8.4284 0.9471 Tempkin KT B1 R2 0.435 40.995 0.7824 From Table above, The values of coefficient of correlation (R2) was obtained as 0.9754 giving a best fit for Langmuir equation compared to Freundlich Isotherm. It follows from the data the equilibrium adsorption of flouride follows Langmuir isotherm model, which reflects the formation of a monolayer of sorbate over a homogeneous surface of uniform energy and that the adsorbed layer is unimolecular. y = 40.99x -34.31R² = 0.782 -5 0 5 10 15 0 0.5 1 1.5 qe(mg/g) qe(mg/g) Linear (qe(mg/g))
  • 5. Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 www.ijera.com 120 | P a g e It may also be observed that the isotherm fits of sawdust have negative intercepts which indicates that the removal is good at lower concentrations, but not as good, at higher concentrations. Ce Figure 3.6.4: Comparison between the measured and modeled isotherm profiles for the adsorption of fluoride onto sawdust 3.7 Kinetic model of adsorption 3.7.1 pseudo first order model In order to determine the controlling mechanism of adsorption process such as mass transfer and chemical reaction, the first order kinetic model is used to test the experimental data. A simple kinetics of adsorption is given by Lagergren rate equation.[30] 푑푞푡 푑푡 =퐾1(푞푒−푞푡) Applying conditions: qt = 0 at t = 0 qt = qt at t = t log(qe-qt) = logqe –( k1t/2.303) Time(min) Figure 3.7.1 pseudo first order model It was observed that the pseudo-first-order model did not fit well. It was found that the calculated qe values do not agree with the experimental qe values .This suggests that the adsorption of flouride does not follow first- order kinetics. 3.7.2 Pseudo-second-order model The pseudo-second-order kinetics may be expressed in a linear form as[31] 푡 푞푡 = 1 퐾2푞푒2+ 1 푞푒푡 -5 0 5 10 15 0 1 2 3 4 qe(mg/g) qe lang qe fren Temp qe y = -0.021x + 0.26R² = 0.998 -3.5 -3 -2.5 -2 -1.5 -1 -0.5 0 0 50 100 150 200 log(qe-qt) Linear (log(qe- qt))
  • 6. Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 www.ijera.com 121 | P a g e Time(min) Fig 3.7.2 Pseudo-second-order model It can be seen from Table that there is an agreement between qe experimental and qe calculated values for the pseudo-second-order model. Hence, the pseudo-second-order model better represented the adsorption kinetics. 3.7.3 Intraparticle diffusion model The intraparticle diffusion model describes adsorption processes, where the rate of adsorption depends on the speed at which adsorbate diffuses towards adsorbent (i.e., the process is diffusion-controlled), which is presented by Equation [32] qt =K3 t1/2 + c T0.5(min) Figure3.7.3: intraparticle diffusion model for sorption of fluoride onto sawdust 3.7.4 Elovich model: The Elovich model equation is usually expressed as follows. Dqt/dt = α exp (-β qt) qt = β ln(αβ) + β lnt lnt Figure3.7.4 Elovich model for fluoride adsorption y = 0.265x + 1.059R² = 0.999 0 10 20 30 40 50 0 100 200 t/qt Linear (t/qt) y = 0.055x + 3.036R² = 0.797 3.2 3.4 3.6 3.8 0 5 10 15 qt qt Linear (qt) y = 0.245x + 2.476R² = 0.883 3.2 3.3 3.4 3.5 3.6 3.7 3.8 0 2 4 6 qt Linear (qt)
  • 7. Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 www.ijera.com 122 | P a g e Table3.1 : Comparison of the pseudo-first-order, pseudo-second-order, Intraparticle diffusion model and Elovich model for their adsorption rate constants and calculated and experimental qe values obtained Pseudo-first-order kinetic model qe Expt (mg/g) K1 (l/min) qe ,calc (mg/g) R2 3.65 0.0495 1.26 0.9984 Pseudo-second-order kinetic model qe Expt (mg/g) K2 (l/min) qe,calc (mg/g) R2 3.65 0.066 3.76 0.9997 Intraparticle diffusion model qe Expt (mg/g) K3 qe,calc (mg/g) R2 3.65 0.0559 3.64 0.7976 Elvich model qe Expt (mg/g) α β R2 3.65 92.34 0.2458 0.8832 The qe,exp and the qe,cal values from the pseudo-second-order kinetic model are very close to each other. The calculated correlation coefficients are also closer to unity for pseudo-second-order kinetics than that for the pseudo first-order kinetic model , intraparticle diffusion model and Elvich model. Therefore, the sorption can be approximated more appropriately by the pseudo-second-order kinetic model than the pseudo-first-order kinetic model and intraparticle diffusion model for the adsorption of flouride onto sawdust. IV. CONCLUSION It can be concluded from the results that sawdust have good properties for the sorption of fluoride from aqueous solutions, under optimized conditions, including pH value of 7, contact time of 120 min and adsorbent dosage of sawdust 2 g/L, more than 70% removal efficiency can be acheived. The pseudo- second order model describes the fluoride sorption kinetics at different contact times. The Langmuir model best describes the isotherm’s experimental data, which may indicate that the sorption mechanism of fluoride ions on sawdust is chemisorption on a homogeneous material. REFERENCES [1] E.J. Underwood, Trace Elements in Human and Animal Nutrition, Academic Press, New York, 1997, p. 545. [2] Jamode, A.V., 2005, Evaluation of performance and kinetic parameters for defluoridation using Azadiraktha indica (Neem) leaves as lowcost adsorbents. Pollution research, 23 (2), 239- 250. [3] Shivakumar,M., Rama murthy, M.V., 1977, Quality of well water in madhrai. Ind.J.health, 19(3), 199 – 209. [4] Guptha, S.C., Doshi, C.S., and Paliwal, B.L. 1986, Occurance and chemistry of high fluoride ground water in Jalore district of western Rajasthan. Annals Arid Zone. 25(4), 255-265. [5] Shukla nandita, J.K., Moitra and Trivedi, R.C. 1995, Fluoride level in exfoliated human teeth from 2 contrast environmental regions in India. Indian J.Env.Prot., 15(12), 903-905 [6] Y. Cengeloglu; E. Kir; M. Ersoz. Sep. Purif. Technol., 2002, 28, 81–86. [7] A. Tor; N. Danaoglu; G. Arslan; Y. Cengeloglu. J. Hazard. Mater., 2009, 164, 271–278. [8] R. Sai sathish; N.S.R. Raju; G.S. Raju; G. Nageswara Rao; K. Anil Kumar; C. Janardhana. Sep. Sci. Technol., 2007, 42, 769–788. [9] G. Alagumuthu; M. Rajan. Chem. Eng. J., 2010, 158, 451–457. [10] G. Alagumuthu; M. Rajan. Chemical industry. 2010. Doi: 10.2298/HEMIND100307017A. [11] (Article in press). Ali Tor. Desalination, 2006, 201, 267–276 [12] Munavalli G R, Patki V K, A comparative study of defluoridation techniques,J JPHE 2009, 10(2), 36-43. [13] Goswami D and Das K A, Removal of fluoride from drinking water using a modifiedfly ash adsorbent, J SciInd Res, 2006, 65, 77-79. [14] Deshmukh W S, Attar S J and Waghmare M D, Investigation on Sorption of Fluoridein Water Using Rice Husk as an Adsorbent, Nat Environ PollutTechnol, 2009, 8(2),217- 223. [15] Coetzee P P, Coetzee L L, Puka R and Mubenga S, Characterizations of selectedSouth African clays for defluoridation of natural waters, Water SA, 2003, 29(3), 331-338.
  • 8. Suman Mann Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 4, Issue 7( Version 2), July 2014, pp.116-123 www.ijera.com 123 | P a g e [16] Wijesundara T, Low Cost Defluoridation of Water Using Broken Bricks, 30thWEDC International Conference Vientiane, Lao PDR, 2004. [17] Nath S K and Dutta R K, Fluoride removal from water using crushed limestone. Ind. J ChemTechnol, 2010, 17, 120-125. [18] Vigneswaran S and Visvanathan C, Water Treatment Processes, Simple Options(CRC) press, new work 1995. [19] Turner B D, Binning P and Stipp S L S, Fluoride removal by calcite: Evidencefluorite precipitation and surface adsorption, Environ SciTechnol, 2005, 39 9561-9568. [20] Wenming D, Zhijun G, Jinzhou D, Liying Z and Suzi T, Sorption characteristics ofzinc (II) by calcareous soil-radiotracer study, ApplRadiat Isotopes, 2001, 54(3)371-375. [21] Abdel-jabbar N and Al-asheh S, Factorial Design for the Analysis of Packed- bedSorption of Copper using Eggshell as a Biosorbent, J Environ ProtecSci, 2009, 3133-139. [22] Kalyani G, Rao B and Saradhi V, Equilibrium and kinetic studies on biosorption ofzinc onto Gallus domesticus shell powder, J EngApplSci, 2009, 4, 39-49. [23] Clesceri L S, Greenberg A E, Standard Methods for the Examination of Water andWastewater Eaton A D, 20th ed.; APHA, AWWA, WEF: Washington, DC, 1998; 4- 82. [24] Mondal M K, Removal of Pb (II) from aqueous solution by adsorption usingactivated tea waste, Korean J ChemEng, 2010, 27(1), 144-151. [25] Freundlich H, Over the adsorption in solution, Z PhysChem, 1906, 57(A), 385. [26] Langmuir I, The constitution and fundamental properties of solids and liquids, JAm ChemSoc, 1916, 38, 2221. [27] Oguz E, Thermodynamic and kinetic investigations of PO43− adsorption on blastfurnace slag, J Colloid InterfSci, 2005, 281, [28] Wasewar K L, Kumar S and Prasad B, Adsorption of Tin Using Granular ActivatedCarbon, J Environ ProtecSci, 2009, 3, 41- [29] Magdy Y H and Daifullah A A M, Adsorption of a basic dye from aqueous solutionsonto sugar-industry-mud in two modes of operations, Waste Manag, 1988, 18(4),219-226. [30] Lagergren S, About the theory of so-called adsorption of soluble substances, derSogenanntenadsorptiongelosterstoffeKungligaSvenskaVetenskapsalka de MiensHandlingar, 1898, 2, 41-39. [31] Ho Y S, Porter J F and McKay G, Equilibrium isotherm studies for the sorption ofdivalent metal ions onto peat: copper, nickel and lead single component systems,Water Air Soil Pollut, 2002, 141, 1- 33. [32] Weber W J and Morris J C, Kinetics of adsorption on carbon from solution, J SanitEngDiv Am Soc Civil Eng, 1963, 89, 31. AUTHOR BIOGRAPHY Suman Mann received the B.E (Civil Engg.) Degree in 2005 from NIT Hamirpur and pursuing and M.Tech. (Envt. Engg.) from Delhi Technological University( 2011 to 2014). During 2005 t0 2008, worked as lecturer CRRIT, Delhi. Presently working as lecturer in DTTE, Govt of NCT of Delhi(2008 to till date). Dr Anubha Mandal ia a scientist ‘C’ UGC. Currently working as professor in Delhi Technological University, Delhi