Adsorption of Raw Phosphate and Doped Phosphate by Titanium Oxide

DOI : 10.17577/IJERTV2IS120541

Download Full-Text PDF Cite this Publication

Text Only Version

Adsorption of Raw Phosphate and Doped Phosphate by Titanium Oxide

R. Cherouaki

Applied Chemistry and Environment Laboratory. University of Science and Technology Settat 577. Morocco.

A. Achkoun, J. Naja,

Applied Chemistry and Environment Laboratory. University of Science and Technology Settat 577. Morocco.

Abstract

Several studies have been done to help reduce the impact of pollution on our ecosystem. In this context, we have developed a support consisting of a phosphate doped with titanium oxide (TiO2) for use in the treatment of colored effluents. Thereby, the phosphate doped with 20% of titanium is suspended in an aqueous solution with a concentration of 10 mg/l for the methylene blue and 4 mg/l for methyl orange. The analysis of the results indicates that the Freundlich isotherm applies to adsorption of both phosphates. In addition the reaction tests discoloration of methylene blue and methyl orange showed a higher degradation with doped phosphate.

Key words: raw phosphate, doped phosphate, TiO2, methylene blue, methyl orange, adsorption kinetics, adsorption isotherm.

  1. Introduction

    The industrial, agricultural and domestic sources effluents are often responsible for low or non-biodegradable pollutants [1]. Their impact on the flora and fauna is very harmful. In aerobic conditions, the model dyes are not readily biodegradable because of the complexity of the chemical structures and the presence of aromatic rings [2-4]. While under anaerobic conditions, azoic dyes can be reduced to carcinogens [5].

    The adsorption of pollution on phosphate has a significant catalytic activity [6]. The efficiency of adsorption depends on many factors including surface, pore distribution, polarity and functional groups of the adsorbent [7, 8].

    This study is to verify the ability of raw and doped phosphate by titanium oxide to adsorb organic molecules, particularly dyes. We chose

    methylene blue (MB) as a cationic dye because of its strong adsorption on solids [6, 9], and methyl orange (MO) as anionic dye. This process could be an alternative to other more expensive and less adsorbent available.

  2. Materials and methods

    1. Characterization of raw phosphate

      The material used in this study is the phosphate of Khouribga city.

      Sample was characterized by scanning electron microscope SEM (Zeiss DSM950) to determine the morphology of materials. The specific surface area was determined by the BET method using a Micromeritics ASAP2420. The size of the porous media was determined by the laser particle size Cilas. Table 1 summarizes the results:

      Table 1 : Characterization of draining materials

      Settings

      Phosphate

      Dm (Ã…m)

      238,30

      D10 (Ã…m)

      136,86

      D90 (Ã…m)

      358,61

      Uniformity coefficient

      2

      SEM

      irregular or rounded grains

      Surface area (m2/g)

      12,74

      The sample of phosphate is characterized by x- ray diffraction using a diffractometer X'Pert Pro MPD Panalytical and X-ray fluorescence spectrometry using a sequential spectrometer Axios brand Panalytical with a measuring channel based on a single goniometer covering complete measuring range B to U. Table 2 summarizes the results of Chemical composition of the raw phosphate.

      Table 2 : Chemical composition of the raw phosphate analyzed by x-ray fluorescence

      Table 3 : Chemical composition of the doped phosphate analyzed by x-ray fluorescence

      Compound

      Conc. (%)

      Compound

      Conc. (%)

      Compound

      Conc. (%)

      Compound

      Conc. (%)

      CaO

      48.64

      Al2O3

      0.2971

      CaO

      41.64

      Cl

      0.65

      P2O5

      37.97

      SrO

      0.1644

      P2O5

      33.64

      SO3

      0.54

      SiO2

      4.797

      Fe2O3

      0.1268

      TiO2

      10.17

      Al2O3

      0.20

      F

      3.583

      Cl

      0.09598

      SiO2

      5.29

      SrO

      0.14

      MgO

      1.359

      NiO

      0.02695

      F

      2.22

      Fe2O3

      0.10

      Na2O

      1.176

      Y2O3

      0.02181

      MgO

      1.04

      BaO

      0.06

      SO3

      0.7435

      P.a.F

      1

      Na2O

      0.98

      Y2O3

      0.02

    2. Doping phosphate by titanium oxide

      Phosphate is softly moistened with magnetic stirring by an entity of Ti(CH3CH2O)4 .This impregnation is carried out by complete dissolution of titanium tetrachloride in ethanol according to the following equation:

      TiCl4 + 4CH3CH2OH Ti(CH3CH2O) 4 + 4HCl

      XRD analysis of doped phosphate (Figure 2) indicates the formation of new phases not recorded in the spectrum of the raw phosphate (Figure 1), confirming the insertion of titanium anatase in the matrix.

      In addition, the chemical composition of doped phosphate (Table 3) analyzed by x-ray fluorescence reveals a change in the weight percentages of the oxides and the appearance of TiO2, which affirms the doping phosphate titanium oxide.

    3. Kinetic Study

      Concentrations were determined by UV-Visible absorbance according to the calibration method, using UV-Visible spectrophotometer Perkin Elmer UV / Vis Spectrometer Lambda 20. The wave lengths of maximum absorption of the MB and MO are respectively 664 and 467 nm.

      The adsorption kinetics was performed using 500 ml of an aqueous solution with a concentration of 10 mg/l for MB and 4 mg/l for MO, and a mass ratio of 1g/l for the tow dyes. The mixture is kept in suspension by magnetic stirring. The samples were filtered through a membrane of 0.45 µm, before reading in the spectrophotometer.

      The adsorption isotherms were studied with the same mass ratios. They were compared with Langmuir and Freundlich model.

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      OA317DRX4

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      1600

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      CCaa55( (PPOO44)3)3((OOHH)) Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      CCaa55( (PPOO44)3)3((OOHH)) Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      Ca5 ( P O4 )3 ( O H )

      400

      0

      10 20 30 40 50 60 70 80

      Position [°2Theta]

      Figure 1 : XRD analysis of raw phosphate

      Figure 2 : XRD analysis of doped phosphate

      MB MO

      10

      9

      8

      7

      6

      5

      4

      3

      2

      1

      0

      0 20 40 60 80 100 120 140

      Time (min)

      MB MO

      10

      9

      8

      7

      6

      5

      4

      3

      2

      1

      0

      0 20 40 60 80 100 120 140

      Time (min)

  3. Results and discussion

    1. Doped phosphate

      Qe (mg/g)

      Qe (mg/g)

      To determine the rate of titanium oxide required for doping phosphate we studied the variation of the adsorbed quantity depending on the amount of TiO2. Figure 3 shows the results, where we note that the phosphate doped by 20% of titanium oxide gives the best results.

      MB MO

      MB MO

      100

      90

      80

      70

      60

      50

      40

      30

      20

      10

      0

      100

      90

      80

      70

      60

      50

      40

      30

      20

      10

      0

      0%

      5%

      10% 15% 20% 25%

      0%

      5%

      10% 15% 20% 25%

      TiO2

      TiO2

      % Elimination

      % Elimination

      Figure 3 : Variation in the rate of removal dyes according to the concentration of TiO2

    2. Adsorption kinetics

      The amount of adsorbed dye per liter of solution is determined by the difference between the initial concentration Ci and the equilibrium concentration Ce. The experimental results of adsorption kinetics on a raw and doped phosphate for both dyes are presented respectively in Figure 4 and Figure 5, where Qe = (Ci-Ce) / m

      Figure 4 : Adsorption kinetics on a raw phosphate

      MB MO

      MB MO

      10

      9

      8

      7

      6

      5

      4

      3

      2

      1

      0

      10

      9

      8

      7

      6

      5

      4

      3

      2

      1

      0

      0

      20

      40 60 80

      Time (min)

      100

      120

      0

      20

      40 60 80

      Time (min)

      100

      120

      Qe (mg/g)

      Qe (mg/g)

      Figure 5 : Adsorption kinetics on a doped phosphate

      Adsorption is rapid during the first period but becomes slower with increasing contact time. The equilibrium time of the three dyes is 110 min for MB and 90 min for MO. The adsorption capacity of MB is much greater than that of MO. This could be due to the difference of interactions between the dye and the particle surface rock phosphate [6, 10]. The adsorption rate constants were determined using the pseudo first-order equation of Lagergren [6, 11].

      MO Raw phosphate

      MO Raw phosphate

      12

      10

      8

      6

      4

      2

      0

      12

      10

      8

      6

      4

      2

      0

      log10 (qe-e) qe = log10 – (kl / 2.303) t

      Qe(mg/g)

      Qe(mg/g)

      With qe (mg/g) quantity of dye adsorbed at equilibrium, q (mg/g) quantity of dye adsorbed at time (t), k1 (min-1) the constant of the reaction rate of adsorption pseudo-first order. K1 values were calculated from the slopes of the plots of

      log10 (qe-q) versus time. Table 4 summarizes the

      0

      0

      5

      5

      10

      10

      15

      15

      20

      20

      25

      25

      results:

      Ce (mg/)

      Ce (mg/)

      MO

      0,019

      0,983

      Doped MB

      0,046

      0,982

      MO

      0,035

      0,996

      MO

      0,019

      0,983

      Doped MB

      0,046

      0,982

      MO

      0,035

      0,996

      Table 4 : constants adsorption kinetics Phosphate Days K1 R2 Raw MB 0,010 0,987

    3. Adsorption isotherms

      Qe(mg/g)

      Qe(mg/g)

      The quantities adsorbed according to equilibrium initial concentrations for each dye are shown in following figures:

      MB Raw phosphate

      MB Doped phosphate

      MB Raw phosphate

      MB Doped phosphate

      9

      8

      7

      6

      5

      4

      3

      2

      1

      0

      9

      8

      7

      6

      5

      4

      3

      2

      1

      0

      0

      2

      4

      Ce (mg/l)

      6

      8

      0

      2

      4

      Ce (mg/l)

      6

      8

      Figure 6 : The amount of MB absorbed as a function of the initial concentration

      The isotherm corresponding to the adsorption of MB indicates a significant adsorption at low concentrations. The isotherm is of type L according to Giles classification [12-15] characterizing a typical monolayer adsorption, or corresponding to the filling of micropores with saturation when the available volume is completely filled. This type of isotherm is characteristic of adsorption on microporous carbons and zeolites [16].

      Figure 7 : The amount of MO absorbed as a function of the initial concentration

      Qe (mg/g)

      Qe (mg/g)

      The isotherm of the MO adsorbed on a raw phosphate is Type S; it characterizes a cooperative adsorption, where the adsorbed molecules favor the subsequent adsorption of other molecules [14]. This behavior is observed when the binding energy of the first layer is lower than the binding energy between water molecules. This could be due to the anionic character that has the same charge as the phosphate [10].

      MO Doped phosphate

      MO Doped phosphate

      7

      6

      5

      4

      3

      2

      1

      0

      7

      6

      5

      4

      3

      2

      1

      0

      0

      1

      2

      3

      Ce (mg/l)

      4

      5

      6

      0

      1

      2

      3

      Ce (mg/l)

      4

      5

      6

      Figure 9 : The amount of MO absorbed as a function of the initial concentration

      The isotherm corresponding to the adsorption of MO on doped phosphate is an isotherm type L in the Giles classification. This type of isotherm is usually associated with an ionic adsorption solution at low competition with solvent molecules [12, 15].

      The Langmuir equation is used to describe the adsorption behavior of a localized homogeneous surface, forming a monolayer without lateral interaction between adsorbed molecules.

      The mathematical expression of Langmuir can be written as follows:

      Qe = Qo KL Ce /1 + KL Ce

      Where: Qe (mg/g) is the amount adsorbed at equilibrium, Ce (mg/l) is the amount of adsorbate in equilibrium, KL Langmuir equilibrium constant and Qo (mg / g) maximum amount adsorbed.

      The Freundlich equation is well suited to describe the equilibrium aqueous phase. Its empirical formula is:

      Qe = KF.Ce1/n

      Where Qe and Ce have the same definitions as above, KF and n are Freundlich constants, indicative of the intensity and the adsorption capacity.

      The results of the linear regression analysis are shown in table 5:

      Table 5 : Constants models of adsorption isotherms

      Phosphate

      Raw

      Doped

      Days

      MB

      MO

      MB

      MO

      Langmuir

      Q

      m

      20,83

      0,021

      1,837

      1,980

      k

      l

      0,284

      20,787

      1,092

      0,931

      2

      r

      0,9734

      0,9366

      0,989

      0,977

      Freundlich

      1/nF

      0,447

      0,374

      0,512

      0,574

      K

      F

      5,657

      0,002

      0,784

      0,736

      2

      r

      0,993

      0,986

      0,996

      0,997

      The table shows that the linear correlation coefficients for the Freundlich model are closer to one than the Langmuir model. This implies that the Langmuir equation, which assumes the presence of only one type of adsorption sites, is not suitable for our data. While better correlation results were obtained using the Freundlich isotherm model, which could explain a continuous distribution of adsorption sites. This could be taken as a consequence of the presence of unsaturated sites, several types of sites on the catalyst surface, or change of steric or electrostatic factors when the adsorption rate changes [10]. The catalyst further comprises a support of phosphate doped by TiO2 which involved in adsorption rate, which influences the adsorption isotherms.

  4. Conclusion

Phosphate is capable of removing dyes in aqueous solution. The experimental results showed that; the adsorption capacity of cationic dyes (methylene blue) is higher than that of anionic dyes (methyl orange), and the adsorption capacity of doped phosphate is higher than that of raw phosphate.

The adsorption corresponds to the Freundlich model. This would be a chemical adsorption of the amine groups of BM on positively charged phosphate groups of carbonates which are negatively charged. More hydrogen bonding could occur between the OH groups of phosphate and BM molecules [6, 10]. In addition, the adsorption of MB and MO on the doped phosphate is favorable because of the Freundlich constant 1/nF is less than

1. This means that the adsorption is higher for low

concentrations [17].

5. References

  1. G. Sun, K. R. Gray & A. J. Biddlestone, Treatment of Agricultural and Domestic Effluents in Constructed Downflow Reed Beds Employing Recirculation. Environmental Technology. 1998. Volume 19, Issue 5,

  2. Figueiredo. S.A, J.M. Loureiro, Boaventura.R.A. Natural waste materials containing chitin as adsorbents for textile dyestuffs: Batch and continuous studies. Water Research 39, (2005) 41424152

  3. Robinson.T, McMullan.G , Marchant.R, Nigam.P, Remediation of dyes in textile effluent: a critical review on current treatment technologies with a proposed alternative, Bioresource Technology 77, 3 (2001) 247- 255.

  4. Chang.J.S, Y-C. Lin. Fed-batch bioreactor strategies for microbial decolorization of azo dye using a Pseudomonas luteola strain, Biotechnology Progress 16 (2000) 979-985.

  5. Chung. K. T, G. E. Fulk and A. W. Andrews, Mutagenicity testing of some commonly used dyes, Appl. Environ. Microbiol. 42, 4 (1981) 641-648.

  6. Achkoun A., Naja J., MHamdi R,. Elimination of Cationic and Anionic Dyes by Natural Phosphate. Journal of Chemistry & Chemical Engineering. (2012),Volume 6, Pages 721-725.

  7. Liu.G, Wu.T, Zhao.J, Hidaka.H, Serpone.N, Photoassisted degradation of dye pollutants. irreversible degradation of alizarin red under visible light radiation in air-equilibrated aqueous TiO2 dispersions, Environ. Sci. Technol. 33 (1999) 2081-2087.

  8. Pozzo Roberto L., Miguel A. Baltanás and Alberto E. Cassano; Supported titanium oxide as photocatalyst in water decontamination: State of the art; Catalysis Today 39,3, (1997),219-231

  9. Ardizzone, S.; Gabrielli, G.; Lazzari, P. Adsorption of Methylene Blue at Solid/Liquid and Water/Air Interfaces. Colloids and Surfaces 1993, A76, 149-157.

  10. Barka, N.; Assabbane, A.; Nounah, A.; Laanab, L.; AîtIchou, Y. Removal of Textile Dyes from Aqueous Solutions by Natural Phosphate as a New Adsorbent. Desalination 2009, 235, 264-275.

  11. Lata, H.; Garg, V. K.; Gupta, R. K. Adsorptive Removal of Basic Dye by Chemically Activated

    Parthenium Biomass: Equilibrium and Kinetic Modeling. Desalination 2008, 219, 250-261.

  12. C.H. Giles, D. Smith, A. Huitson, A general treatment and classication of the solute adsorption isotherm. I: Theoretical, J. Colloid Interface Sci. 47 (1974) 755765.

  13. C.H. Giles, T.H. MacEwan, S.N. Nakhwa, D. Smith, Studies in adsorption. Part XI. A system of classication of solution adsorption isotherms and its use in diagnosis of adsorption mechanisms and in measurement of specic surface areas of solids, Chem. Soc. (1960) 39763993

[14]C.H. Giles, A.P. DSilva and I.A. Easton. A general treatment and classification of the solute adsorption isotherm part. II. Experimental interpretation. Journal of Colloid and Interface Science 47 (1974), 766-778

  1. R.A. Alvarez-Puebla, R.F. Aroca, C. Valenzuela- Calahorro, J.J. Garrido. Retention of cobalt on a humin derived from brown coal. Journal of Hazardous Materials B135 (2006) 122128.

  2. M. Abdelbassat Slasli, Modélisation de ladsorption par les charbons microporeux : Approches théorique et expérimentale, Thèse présentée à université de Neuchâtel, décembre (2002)

  3. Bouras O. Bollinger J.C., baudu M., Khalaf H. adsorption of diuron and its degradation products from aqueous solution by surfactant – modified pillared – clays. Appleid Clay Sience. Volume 37, Issue 3, pages 240-250 (2007)

Leave a Reply