| Literature DB >> 30294648 |
Maryam Heydari1, Kamaladdin Karimyan2, Mohammad Darvishmotevalli3, Amir Karami4, Yasser Vasseghian4, Nahid Azizi5, Mehdi Ghayebzadeh6, Masoud Moradi4.
Abstract
Present deadest collection was aimed to evaluate the efficiency of raw pumice (RWP) and Mn-modified pumice (MMP). Response surface methodology (RSM) based on the central composite designs (CCD) was applied to evaluate the effects of independent variables including pH, adsorbents dosage, contact time and adsorbate concentration on the response function and the best response values were predicted. The Fourier transform infrared spectroscopy (FTIR), X-ray diffraction (XRD) and scanning electron microscopy (SEM) were used to characterize the adsorbents. Based on acquired data, the maximum efficiency removal of phenol was obtained 89.14% and 100% for raw and Mn-modified pumice respectively. The obtained data showed pH was effective parameter on phenol removal among the different variables. Evaluation of data using isotherms and kinetics models showed the fitted with Langmuir isotherm and pseudo second order kinetic for both adsorbents. According to obtained data was observed that modification of pumice can improve the efficiency removal of phenol to meet the effluent standards.Entities:
Keywords: Aqueous environment; Manganese-modified pumice; Phenol; RSM
Year: 2018 PMID: 30294648 PMCID: PMC6171169 DOI: 10.1016/j.dib.2018.09.027
Source DB: PubMed Journal: Data Brief ISSN: 2352-3409
Experimental conditions and results of central composite design.
| 1 | 1 | 20 | 11 | 50 | 19.31 | 18.97 | 29.6 | 27.87 |
| 2 | 0.2 | 20 | 11 | 50 | 6.21 | 6.9 | 11.7 | 12.31 |
| 3 | 1 | 20 | 3 | 50 | 79.68 | 81.46 | 89.64 | 91.7 |
| 4 | 0.6 | 80 | 7 | 150 | 70.52 | 67.65 | 78.92 | 73.91 |
| 5 | 1 | 100 | 11 | 50 | 29.32 | 27.89 | 34.55 | 32.23 |
| 6 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 71.98 | 73.28 |
| 7 | 1 | 100 | 3 | 250 | 68.61 | 65.04 | 76.46 | 75.28 |
| 8 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 72.28 | 73.28 |
| 9 | 0.6 | 60 | 7 | 100 | 66.27 | 69.58 | 76.87 | 76.72 |
| 10 | 0.2 | 100 | 3 | 250 | 49.84 | 52.97 | 61.25 | 63.6 |
| 11 | 0.6 | 40 | 7 | 150 | 58.57 | 63.19 | 65.86 | 70.1 |
| 12 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 72.67 | 73.28 |
| 13 | 0.6 | 60 | 7 | 200 | 60.73 | 61.26 | 69.41 | 68.79 |
| 14 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 72.67 | 73.28 |
| 15 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 72.67 | 73.28 |
| 16 | 0.2 | 100 | 11 | 50 | 14.17 | 15.82 | 11.7 | 15.73 |
| 17 | 0.6 | 60 | 9 | 150 | 53.06 | 48.87 | 58.97 | 56.18 |
| 18 | 1 | 100 | 3 | 50 | 89.14 | 90.38 | 100 | 102.85 |
| 19 | 0.2 | 20 | 11 | 250 | 3.94 | -1.03 | 10.36 | 8.12 |
| 20 | 0.4 | 60 | 7 | 150 | 57.44 | 59.23 | 64.82 | 67.94 |
| 21 | 0.8 | 60 | 7 | 150 | 69.07 | 65.26 | 78.64 | 74.75 |
| 22 | 0.6 | 60 | 5 | 150 | 73.6 | 75.76 | 82.96 | 84.98 |
| 23 | 0.2 | 100 | 11 | 250 | 8.53 | 7.89 | 14.88 | 12.25 |
| 24 | 1 | 100 | 11 | 250 | 15.19 | 19.96 | 20.64 | 23.36 |
| 25 | 1 | 20 | 3 | 250 | 59.04 | 56.12 | 66.85 | 63.44 |
| 26 | 1 | 20 | 11 | 250 | 8.93 | 11.04 | 15.44 | 18.3 |
| 27 | 0.2 | 20 | 3 | 250 | 41.01 | 44.05 | 50.95 | 52.7 |
| 28 | 0.2 | 20 | 3 | 50 | 70.38 | 69.38 | 77.68 | 75.58 |
| 29 | 0.2 | 100 | 3 | 50 | 81.34 | 78.31 | 89.21 | 85.78 |
| 30 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 74.5 | 73.28 |
Estimated regression coefficients and corresponding to ANOVA results from the data of central composite design experiments before elimination of insignificant model terms: (RWP).
| Quadratic model | – | – | 18,744.97 | 14 | 1338.93 | 128.20 | < 0.0001 | Significant |
| A | 6.04 | 0.80 | 601.40 | 1 | 601.40 | 57.58 | < 0.0001 | Significant |
| B | 4.46 | 0.80 | 328.43 | 1 | 328.43 | 31.45 | < 0.0001 | Significant |
| C | −26.89 | 0.80 | 11,932.03 | 1 | 11,932.03 | 1142.47 | < 0.0001 | Significant |
| D | −8.32 | 0.80 | 1141.34 | 1 | 1141.34 | 109.28 | < 0.0001 | Significant |
| AB | 0.18 | 0.81 | 0.55 | 1 | 0.55 | 0.052 | 0.8220 | Not significant |
| AC | −0.88 | 0.81 | 12.25 | 1 | 12.25 | 1.17 | 0.2959 | Not significant |
| AD | 0.19 | 0.81 | 0.60 | 1 | 0.60 | 0.058 | 0.8137 | Not significant |
| BC | −0.62 | 0.81 | 6.25 | 1 | 6.25 | 0.60 | 0.4512 | Not significant |
| BD | −0.57 | 0.81 | 5.22 | 1 | 5.22 | 0.50 | 0.4904 | Not significant |
| CD | 4.35 | 0.81 | 302.93 | 1 | 302.93 | 29.01 | < 0.0001 | Significant |
| A2 | −7.91 | 7.92 | 10.40 | 1 | 10.40 | 1.00 | 0.3341 | Not significant |
| B2 | −2.75 | 7.92 | 1.25 | 1 | 1.25 | 0.12 | 0.7337 | Not significant |
| C2 | −7.61 | 7.92 | 9.63 | 1 | 9.63 | 0.92 | 0.3522 | Not significant |
| D2 | −6.93 | 7.92 | 7.98 | 1 | 7.98 | 0.76 | 0.3958 | Significant |
CE: Coefficient Estimate, SE: Standard Error, MT: Model Terms, SS: Sum of squares, DE: Degree of Freedom, MS: Mean square, FV: F-value, PV: P-value, S: Significant, NS: Not significant
Estimated regression coefficients and corresponding to ANOVA results from the data of central composite design experiments before elimination of insignificant model terms: (MMP).
| Quadratic model | – | – | 20,758.16 | 14 | 1482.73 | 118.25 | < 0.0001 | Significant |
| A | 6.81 | 0.87 | 765.14 | 1 | 765.14 | 61.02 | < 0.0001 | Significant |
| B | 3.82 | 0.87 | 240.55 | 1 | 240.55 | 19.18 | 0.0005 | Significant |
| C | −28.80 | 0.87 | 13,683.74 | 1 | 13,683.74 | 1091.28 | < 0.0001 | Significant |
| D | −7.94 | 0.87 | 1039.74 | 1 | 1039.74 | 82.92 | < 0.0001 | Significant |
| AB | 0.24 | 0.89 | 0.89 | 1 | 0.89 | 0.071 | 0.7937 | Not significant |
| AC | −0.14 | 0.89 | 0.32 | 1 | 0.32 | 0.026 | 0.8748 | Not significant |
| AD | −1.35 | 0.89 | 29.03 | 1 | 29.03 | 2.31 | 0.1490 | Not significant |
| BC | −1.70 | 0.89 | 46.00 | 1 | 46.00 | 3.67 | 0.0747 | Not significant |
| BD | 0.17 | 0.89 | 0.49 | 1 | 0.49 | 0.039 | 0.8465 | Not significant |
| CD | 4.67 | 0.89 | 349.60 | 1 | 349.60 | 27.88 | < 0.0001 | Significant |
| A2 | −7.73 | 8.68 | 9.95 | 1 | 9.95 | 0.79 | 0.3871 | Not significant |
| B2 | −5.09 | 8.68 | 4.32 | 1 | 4.32 | 0.34 | 0.5662 | Not significant |
| C2 | −10.79 | 8.68 | 19.38 | 1 | 19.38 | 1.55 | 0.2328 | Not significant |
| D2 | −2.09 | 8.68 | 0.73 | 1 | 0.73 | 0.058 | 0.8128 | Significant |
CE: Coefficient Estimate, SE: Standard Error, MT: Model Terms, SS: Sum of squares, DE: Degree of Freedom, MS: Mean square, FV: F-value, PV: P-value, S: Significant, NS: Not significant
Analysis of variance (ANOVA) for fit of phenol removal efficiency by RWP and MMP from central composite design after elimination of insignificant model terms.
| RWP | Quadratic | A,B,C,D, CD | 3.23 | 0.991 | 0.984 | 6.26 | 40.03 | 1090.93 | <0.0001 | 128.2 | 0.081 |
| MMP | Quadratic | A,B,C,D, CD | 3.54 | 0.991 | 0.982 | 5.99 | 37.83 | 1280.44 | <0.0001 | 118.2 | 0.004 |
| Removal phenol by RWP(%)= 6.04A+4.46B-26.89C-8.32D+4.35CD+65.47 | |||||||||||
| Removal phenol by MMP(%)=6.81A+3.82B-28.80C-7.94D+4.67CD+73.28 | |||||||||||
R: Determination Coefficient, Adj. R: Adjusted R2, AP: Adequate Precision, SMT: Significant Model Terms, SD: Standard Deviation, CV: Coefficient Of Variation, PRESS: Predicted Residual Error Sum of Squares, FV: F-value, PV: P-value, PLF: Probability for Lack of Fit
Isotherm equation parameters for phenol adsorption on RWP and MMP.
| RWP | qm (mg/g) | 27.61 |
| b | 0.4 | |
| r2 | 0.9798 | |
| MMP | qm (mg/g) | 41.68 |
| b | 0.095 | |
| r2 | 0.9944 | |
| RWP | nT | 7.25 |
| Kf (mg/g(L/mg)1/n) | 14.31 | |
| r2 | 0.5332 | |
| MMP | nT | 5.36 |
| Kf (mg/g(L/mg)1/n) | 15.86 | |
| r2 | 0.9078 | |
Kinetic model parameters for the adsorption phenol at different concentration on FSP.
| Pseudo-first-order | K1 | 0.227 | 0.206 |
| R2 | 0.9654 | 0.9852 | |
| Pseudo-second-order | K1 | 0.002 | 0.004 |
| R2 | 0.9948 | 0.9971 | |
| Pore diffusion | Ki | 1.03 | 0.9535 |
| R2 | 0.945 | 0.8968 | |
| Elovich | A | 0.0973 | 0.22 |
| B | 3.28 | 2.85 | |
| R2 | 0.982 | 0.9705 | |
Fig. 1A) Fourier transform infrared spectroscopy (FTIR) and B) XRD patterns of RWP and MMP.
Fig. 2SEM images of A) RWP and B) MMP.
Fig. 3Trend of phenol removal efficiency by RWP and MMP with respect to pumice dosage (A), contact time (B), pH (C), and phenol concentration (D).
Fig. 4Response surface plots for phenol removal efficiency by RWP with respect to contact time and Pumice dosage (A), pH and phenol concentration (B), pH and contact time (C).
Fig. 5Normal probability plot of residual (A), predicted vs. actual values plot (B), and plot of residual vs. predicted response (C) related to phenol removal efficiency by RWP.
Fig. 6Response surface plots for phenol removal efficiency by MMP with respect to contact time and pumice dosage (A), pH and phenol concentration (B), pH and contact time (C).
Fig. 7Normal probability plot of residual (A), predicted vs. actual values plot (B), and plot of residual vs. predicted response (C) related to phenol removal efficiency by MMP.
Experimental range and level of the independent variables.
| Contact Time, min | 20 | 40 | 60 | 80 | 100 |
| Adsorbent Dosage, g/l | 0.2 | 0.4 | 0.6 | 0.8 | 1 |
| pH | 3 | 5 | 7 | 9 | 11 |
| Phenol concentration, mg/l | 50 | 100 | 150 | 200 | 250 |
| Subject area | Environmental Health Engineering |
| More specific subject area | Environmental Chemistry |
| Type of data | Tables, figures, text file |
| How data was acquired | The performance of RWP and MMP were evaluated to removing of phenol from aqueous solution. The characteristics of adsorbents were conducted by SEM, XRD and FTIR analysis. The response surface methodology (RSM) was used for analyzing the effects of several independent variables (pH, adsorbate concentration, contact time and adsorbents dosage) on the response. Moreover, obtained data were evaluated by isotherms and kinetics equations. |
| Data format | Raw, analyzed |
| Experimental factors | All samples were kept in polyethylene bottles in a dark place at room temperature. |
| Experimental features | The all above mentioned parameters were analyzed according to the standard method for water and wastewater treatment handbook |
| Data source location | Kermanshah city, Iran |
| Data accessibility | Data are included in this article |
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