| Literature DB >> 30225308 |
Masoud Moradi1, Maryam Heydari2, Mohammad Darvishmotevalli3, Kamaladdin Karimyan4, Vinod Kumar Gupta5, Yasser Vasseghian1, Hooshmand Sharafi6.
Abstract
Phenol present in industrial effluents is a toxicant matter which causes pollution of environments aqueous. In this work, scoria was modified by iron in order to increasing of adsorbent efficiency and effective removing of phenol. Effects of independent variables including pH, adsorbents dosage, contact time and adsorbate concentration on removing of phenol were studied by response surface methodology (RSM) based on the central composite designs (CCD). The characterization of raw scoria powder (RSP) and Iron-modified Scoria Powder (FSP) was determined via Fourier transform infrared spectroscopy (FTIR), X-ray diffraction (XRD), scanning electron microscopy (SEM) and Energy-dispersive X-ray spectroscopy (EDS). The obtained data showed modification by iron caused the growth of new crystalline of iron oxide on the surface of FSP. Evaluated data by RSM indicated the all variables especially pH are effective in removing of phenol (P-value < 0.001) and optimum condition was obtained at pH = 5, phenol concentration = 50 mg/l, adsorbent dosage = 1 g/l and contact time = 100 min to the value of 94.99% with desirability of 0.939. Results revealed that data were fitted by Langmuir isotherm (R2 = 0.9938) and pseudo second order kinetic (R2 = 0.9976). It was found that iron causes increasing the site active of scoria and let to significant removal of phenol.Entities:
Keywords: Aqueous environment; Iron-Modified scoria; Phenol; RSM
Year: 2018 PMID: 30225308 PMCID: PMC6138982 DOI: 10.1016/j.dib.2018.08.068
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 | 31.4 | 29.67 |
| 2 | 0.2 | 20 | 11 | 50 | 6.21 | 6.9 | 13.2 | 13.98 |
| 3 | 1 | 20 | 3 | 50 | 79.68 | 81.46 | 92.6 | 93.95 |
| 4 | 0.6 | 80 | 7 | 150 | 70.52 | 67.65 | 82.14 | 76.37 |
| 5 | 1 | 100 | 11 | 50 | 29.32 | 27.89 | 35.6 | 33.11 |
| 6 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 72.65 | 75.34 |
| 7 | 1 | 100 | 3 | 250 | 68.61 | 65.04 | 79.26 | 77.06 |
| 8 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 73.71 | 75.34 |
| 9 | 0.6 | 60 | 7 | 100 | 66.27 | 69.58 | 78.65 | 79.19 |
| 10 | 0.2 | 100 | 3 | 250 | 49.84 | 52.97 | 61.96 | 65.16 |
| 11 | 0.6 | 40 | 7 | 150 | 58.57 | 63.19 | 67.45 | 72.57 |
| 12 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 75.64 | 75.34 |
| 13 | 0.6 | 60 | 7 | 200 | 60.73 | 61.26 | 72.33 | 71.14 |
| 14 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 75.64 | 75.34 |
| 15 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 75.64 | 75.34 |
| 16 | 0.2 | 100 | 11 | 50 | 14.17 | 15.82 | 13.2 | 17.04 |
| 17 | 0.6 | 60 | 9 | 150 | 53.06 | 48.87 | 60.28 | 57.67 |
| 18 | 1 | 100 | 3 | 50 | 89.14 | 90.38 | 100 | 103.81 |
| 19 | 0.2 | 20 | 11 | 250 | 3.94 | − 1.03 | 10.87 | 8.52 |
| 20 | 0.4 | 60 | 7 | 150 | 57.44 | 59.23 | 65.49 | 69.6 |
| 21 | 0.8 | 60 | 7 | 150 | 69.07 | 65.26 | 81.26 | 76.5 |
| 22 | 0.6 | 60 | 5 | 150 | 73.6 | 75.76 | 84.59 | 86.56 |
| 23 | 0.2 | 100 | 11 | 250 | 8.53 | 7.89 | 16.65 | 13.87 |
| 24 | 1 | 100 | 11 | 250 | 15.19 | 19.96 | 22.36 | 25.76 |
| 25 | 1 | 20 | 3 | 250 | 59.04 | 56.12 | 67.29 | 64.91 |
| 26 | 1 | 20 | 11 | 250 | 8.93 | 11.04 | 17.48 | 20.03 |
| 27 | 0.2 | 20 | 3 | 250 | 41.01 | 44.05 | 52.32 | 53.39 |
| 28 | 0.2 | 20 | 3 | 50 | 70.38 | 69.38 | 80.2 | 78.26 |
| 29 | 0.2 | 100 | 3 | 50 | 81.34 | 78.31 | 91.7 | 87.73 |
| 30 | 0.6 | 60 | 7 | 150 | 65.76 | 65.42 | 76.33 | 75.34 |
Estimated regression coefficients and corresponding to ANOVA results from the data of central composite design experiments before elimination of insignificant model terms: (FSP).
| Quadratic model | – | – | 21,092.82 | 14 | 1506.63 | 95.66 | < 0.0001 | Significant |
| 75.34 | 1.10 | 784.53 | 1 | 784.53 | 49.81 | < 0.0001 | Significant | |
| B | 6.90 | 0.98 | 238.37 | 1 | 238.37 | 15.13 | 0.0014 | Significant |
| 3.80 | 0.98 | 13,773.74 | 1 | 13,773.74 | 874.52 | < 0.0001 | Significant | |
| − 28.89 | 0.98 | 1069.97 | 1 | 1069.97 | 67.93 | < 0.0001 | Significant | |
| − 8.05 | 0.98 | 0.15 | 1 | 0.15 | 9.29E-03 | 0.9245 | Not significant | |
| 0.096 | 0.99 | 1.56E-04 | 1 | 1.56E-04 | 9.92E-06 | 0.9975 | Not significant | |
| − 3.125E-003 | 0.99 | 17.45 | 1 | 17.45 | 1.11 | 0.3092 | Not significant | |
| − 1.04 | 0.99 | 41.12 | 1 | 41.12 | 2.61 | 0.1270 | Not significant | |
| − 1.60 | 0.99 | 5.26 | 1 | 5.26 | 0.33 | 0.5721 | Not significant | |
| 0.57 | 0.99 | 3.77E + 02 | 1 | 3.77E + 02 | 2.39E + 01 | 0.0002 | Significant | |
| 4.85 | 0.99 | 13.92 | 1 | 13.92 | 0.88 | 0.3621 | Not significant | |
| − 9.14 | 9.73 | 2 | 1 | 2 | 0.13 | 0.7267 | Not significant | |
| − 3.46 | 9.73 | 27.71 | 1 | 27.71 | 1.76 | 0.2045 | Not significant | |
| − 12.90 | 9.73 | 0.078 | 1 | 0.078 | 4.95E-03 | 0.9448 | 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 from central composite design after elimination of insignificant model terms: (FSP).
| Model | SMT | SD | Adj. | CV | AP | PRESS | PV | FV | PLF | |
|---|---|---|---|---|---|---|---|---|---|---|
| Quadratic model | 3.97 | 0.989 | 0.978 | 7.51 | 33.95 | 1500.74 | < 0.0001 | 95.66 | ||
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.
Numerical optimization for central composite design for phenol removal by FSP.
| 2 | 1 | 100 | 5 | 52 | 94.9991 | 0.939 | |
| 3 | 1 | 100 | 5 | 50 | 95.0002 | 0.938 | |
| 4 | 1 | 100 | 5 | 55 | 95.0002 | 0.937 | |
| 5 | 1 | 100 | 5 | 59 | 95 | 0.936 | |
| 6 | 1 | 100 | 5 | 61 | 95.0001 | 0.935 | |
| 7 | 1 | 100 | 5 | 64 | 95.0001 | 0.934 | |
| 8 | 1 | 97 | 5 | 50 | 94.9801 | 0.931 | |
| 9 | 1 | 100 | 5 | 50 | 93.8081 | 0.929 | |
| 10 | 1 | 100 | 5 | 81 | 95.0002 | 0.926 | |
| 11 | 1 | 100 | 5 | 65 | 93.7232 | 0.923 | |
| 12 | 1 | 100 | 4 | 91 | 95.0002 | 0.922 | |
| 13 | 1 | 100 | 4 | 98 | 95.0002 | 0.92 | |
| 14 | 1 | 100 | 4 | 100 | 95.0002 | 0.919 | |
| 15 | 1 | 100 | 4 | 105 | 95.0001 | 0.917 | |
| 16 | 1 | 100 | 4 | 106 | 95.0002 | 0.917 | |
| 17 | 1 | 100 | 3 | 114 | 95.0002 | 0.916 | |
| 18 | 1 | 100 | 3 | 115 | 95.0002 | 0.916 | |
| 19 | 1 | 100 | 5 | 82 | 94.0105 | 0.913 | |
| 20 | 1 | 100 | 3 | 126 | 95 | 0.902 | |
Confirmation between optimized phenol removals calculated from mathematical design and experimental study.
| 1 | 100 | 3 | 50 | 103.81 |
| Confirmation study of optimized Phenol removal (experimental value) | ||||
| 1 | 100 | 3 | 50 | 100 |
| 3.81% | ||||
Isotherm equation parameters for phenol adsorption on FSP.
| FSP | 43.06 | |
| 0.11 | ||
| 0.9938 | ||
| FSP | 5.68 | |
| 17.44 | ||
| 0.9315 | ||
Kinetic model parameters for the adsorption phenol at different concentration on FSP.
| Pseudo-first-order | 0.1922 | |
| 0.9177 | ||
| Pseudo-second-order | 0.00487 | |
| 0.9976 | ||
| Pore diffusion | 0.9336 | |
| 0.8766 | ||
| Elovich | 0.279 | |
| 2.75 | ||
| 0.9625 |
Fig. 1XRD patterns (A), Fourier transform infrared spectroscopy (FTIR) (B), SEM images (C) and EDS analysis of SP and FSP (D).
Fig. 2Trend of phenol removal efficiency with respect to scoria dosage (A), contact time (B), pH (C), and phenol concentration (D).
Fig. 3Response surface plots for phenol removal efficiency with respect to contact time and scoria dosage (A), pH and phenol concentration (B), pH and contact time (C).
Fig. 4Normal probability plot of residual (A), predicted vs. actual values plot (B), and plot of residual vs. predicted response (C).
Experimental range and level of the independent variables.
| Range and level | |||||
|---|---|---|---|---|---|
| − | − | ||||
| Contact Time, min | 20 | 40 | 60 | 80 | 100 |
| Adsorbent Dosage, gr/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 |
| How data was acquired | XRD, FTIR, SEM and EDS techniques were used to determine the characteristics of adsorbent. Response surface methodology (RSM) was used to analyzing of experiments data to determine the effects of independent variables and define the optimum condition. Moreover, the obtained data were fitted 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 | Phenol was prepared and measured according to standard methods. Scoria was modified by iron in order to removal of phenol from aqueous solution. |
| 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 |
| M. Moradi, A.M. Mansouri, N. Azizi, J. Amini, K. Karimi, K. Sharafi, Adsorptive removal of phenol from aqueous solutions by copper (Cu)-modified scoria powder: process modeling and kinetic evaluation, Desalin Water Treat. 57 (2016) 11820–11834. (Published). |