| Literature DB >> 34940457 |
Yusuf Olabode Raji1,2, Mohd Hafiz Dzarfan Othman1, Nik Abdul Hadi Sapiaa Md Nordin3, Mohd Ridhwan Adam1, Khairul Anwar Mohamad Said4, Kabir Abogunde Abdulyekeen2,5, Ahmad Fauzi Ismail1, Mukhlis A Rahman1, Juhana Jaafar1, Suriani Abu Bakar6.
Abstract
This research aimed to investigate the ultrafiltration of water from emulsified oily wastewater through the application of surface-functionalized ceramic membrane to enhance its water permeability based on optimized parameters using a cross-flow filtration system. The interactive effects of feed concentration (10-1000 ppm), pH (4-10), and pressure (0-3 bar) on the water flux and oil rejection were investigated. Central composite design (CCD) from response surface methodology (RSM) was employed for statistical analysis, modeling, and optimization of operating conditions. The analysis of variance (ANOVA) results showed that the oil rejection and water flux models were significant with p-values of 0.0001 and 0.0075, respectively. In addition, good correlation coefficients of 0.997 and 0.863 were obtained for the oil rejection and water flux models, respectively. The optimum conditions for pressure, pH, and feed concentration were found to be 1.5 bar, pH 8.97, and 10 ppm, respectively with water flux and oil rejection maintained at 152 L/m2·h and 98.72%, respectively. Hence, the functionalized ultrafiltration ceramic membrane enables the separation efficiency of the emulsified oil in water to be achieved.Entities:
Keywords: central composite design; ceramic hollow fiber membrane; emulsified oil in water; nanocomposite coating; response surface methodology
Year: 2021 PMID: 34940457 PMCID: PMC8704475 DOI: 10.3390/membranes11120956
Source DB: PubMed Journal: Membranes (Basel) ISSN: 2077-0375
Figure 1(a,b,e). FESEM cross-sectional image, (b) outer layer surface morphological images; (c) of the surface roughness topological image; (d) pore size distribution of the coaled layer of the hollow fiber ceramic membrane. Adapted from Ref. [50].
Figure 2Schematic representation of cross-flow ultrafiltration system of a modified membrane with membrane adapter.
Notation of the factor, levels of independent variables, and responses of the dependent variable in the experimental design.
| S/N | Notation | Factor | Response | Unit | Lower Limit | Upper Limit |
|---|---|---|---|---|---|---|
| 1 | A | Feed concentration | ppm | 10 | 10,000 | |
| 2 | B | Inlet pressure | bar | 0 | 3 | |
| 3 | C | pH | 4 | 10 | ||
| 4 | Y | Oil rejection | % | |||
| 5 | Z | Water flux | L/m2·h |
Figure 3Mechanism separation of ultrafiltration ceramic membrane for the emulsified oily water.
Independent and process (dependent) variables of the experimental.
| Run No. | A | B | C |
|
|
|
|
|
|
|---|---|---|---|---|---|---|---|---|---|
| 1 | 10,000 | 3.00 | 4 | 40.00 | 41.92 | −4.80 | 80.00 | 75.50 | 5.63 |
| 2 | 10,000 | 0.00 | 10 | 46.46 | 48.38 | −4.13 | 56.00 | 70.70 | −26.25 |
| 3 | 10,000 | 3.00 | 10 | 45.00 | 42.99 | 4.47 | 72.00 | 78.70 | −9.31 |
| 4 | 10 | 0.00 | 10 | 99.03 | 99.82 | −0.80 | 144.00 | 150.70 | −4.65 |
| 5 | 10 | 3.00 | 10 | 98.75 | 98.05 | 0.71 | 168.00 | 174.70 | −3.99 |
| 6 | 10 | 3.00 | 4 | 96.43 | 97.22 | −0.82 | 176.00 | 171.50 | 2.56 |
| 7 | 10 | 1.50 | 7 | 98.72 | 98.54 | 0.18 | 152.00 | 147.60 | 2.89 |
| 8 | 10 | 0.00 | 4 | 99.70 | 99.00 | 0.70 | 136.00 | 131.50 | 3.31 |
| 9 | 5005 | 3.00 | 7 | 55.00 | 55.00 | 0.00 | 160.00 | 155.60 | 2.75 |
| 10 | 5005 | 1.50 | 7 | 87.22 | 85.70 | 1.74 | 128.00 | 98.10 | 23.36 |
| 11 | 10,000 | 0.00 | 4 | 49.33 | 47.32 | 4.07 | 56.00 | 51.50 | 8.03 |
| 12 | 10,000 | 1.50 | 7 | 45.00 | 45.18 | −0.40 | 64.00 | 59.60 | 6.88 |
| 13 | 5005 | 1.50 | 7 | 78.92 | 85.70 | −8.59 | 104.00 | 98.10 | 5.67 |
| 14 | 5005 | 1.50 | 7 | 86.00 | 85.70 | 0.35 | 80.00 | 98.10 | −22.65 |
| 15 | 5005 | 1.50 | 7 | 87.35 | 85.70 | 1.89 | 72.00 | 98.10 | −36.25 |
| 16 | 5005 | 0.00 | 7 | 90.69 | 90.69 | 0.00 | 64.00 | 59.60 | 6.88 |
| 17 | 5005 | 1.50 | 4 | 49.65 | 49.65 | 0.00 | 64.00 | 98.10 | −53.28 |
| 18 | 5005 | 1.50 | 7 | 87.35 | 85.70 | 1.89 | 120.00 | 98.10 | 18.25 |
| 19 | 5005 | 1.50 | 10 | 85.00 | 85.00 | 0.00 | 112.00 | 98.10 | 12.41 |
| 20 | 5005 | 1.50 | 7 | 87.35 | 85.35 | 2.29 | 104.00 | 98.10 | 5.67 |
is the actual value of oil rejection, is the predicted value of oil rejection, is the actual value of water flux and is the predicted value of water flux. % error between the actual and predicted value of the oil rejection and water flux.
Analysis of variance of the developed oil rejection-based modified cubic model.
| Source | Sum of Squares | Df | Mean Square | F-Value | |
|---|---|---|---|---|---|
| Model | 9321.30 | 11 | 847.39 | 91.20 | <0.0001 (significant) |
| A-Feed concentration | 7120.36 | 1 | 7120.36 | 766.32 | <0.0001 |
| B-Pressure | 636.81 | 1 | 636.81 | 68.54 | <0.0001 |
| C-pH | 624.81 | 1 | 624.81 | 67.24 | <0.0001 |
|
| 6.55 | 1 | 6.55 | 0.71 | 0.4254 |
|
| 0.03 | 1 | 0.03 | 0.00 | 0.9570 |
|
| 287.25 | 1 | 287.25 | 30.91 | 0.0005 |
|
| 247.81 | 1 | 247.81 | 26.67 | 0.0009 |
|
| 506.37 | 1 | 506.37 | 54.50 | <0.0001 |
|
| 412.29 | 1 | 412.29 | 44.37 | <0.0002 |
|
| 473.48 | 1 | 473.48 | 50.96 | <0.0001 |
|
| 424.89 | 1 | 424.89 | 45.73 | 0.0001 |
| Residual | 74.33 | 8 | 9.29 | ||
| Lack of Fit | 17.80 | 3 | 5.93 | 0.52 | 0.68 (not significant) |
| Pure Error | 56.54 | 5 | 11.31 | ||
| Cor Total | 9395.63 | 19 |
Figure 4Analysis of predicted and actual response for oil rejection (%). Blue dots indicate <50% favours lower interaction between predicted and actual values of oil rejection and red dots indicate >80% favours higher interaction between predicted and actual values of oil rejection.
Analysis of variance of the developed water flux based on the modified cubic model.
| Source | Sum of Squares | Df | Mean Square | F-Value | |
|---|---|---|---|---|---|
| Model | 26,605.60 | 10 | 2660.56 | 5.71 | 0.0075 (significant) |
| A-Feed concentration | 3872.00 | 1 | 3872.00 | 8.31 | 0.0181 |
| B-Pressure | 4608.00 | 1 | 4608.00 | 9.90 | 0.0118 |
| C-pH | 313.60 | 1 | 313.60 | 0.67 | 0.4331 |
|
| 128.00 | 1 | 128.00 | 0.27 | 0.6128 |
|
| 128.00 | 1 | 128.00 | 0.27 | 0.6128 |
|
| 96.80 | 1 | 96.80 | 0.21 | 0.6592 |
|
| 288.80 | 1 | 288.80 | 0.62 | 0.4512 |
|
| 2073.60 | 1 | 2073.60 | 4.45 | 0.0641 |
| Residual | 4191.20 | 9 | 465.69 | ||
| Lack of Fit | 1801.87 | 4 | 450.47 | 0.94 | 0.5091 (not significant) |
| Pure Error | 2389.33 | 5 | 477.87 | ||
| Cor Total | 30,796.80 | 19 |
Figure 5Analysis of predicted and actual response for water flux (L/m2·h). Blue dots indicate interaction favours predicted values of water flux and red dots indicate interaction favours actual values of water flux.
Figure 6(i) Contour plot and (ii) 3D surface graph: (a) for the interaction effect of feed concentration and pressure on oil rejection (%) and (b) for the interaction effect of feed concentration and pressure on water flux (L/m2·h).
Figure 7(i) Contour plot and (ii) 3D surface graph (a) for the interaction effect of feed concentration and pH on oil rejection (%) and (b) for the interaction effect of feed concentration and pH on water flux (L/m2·h).
Figure 8Contour plot (a) and 3D surface graph (b) for the interaction effect of pressure and pH on water flux (L/m2·h).
Figure 93D surface graph and contour plot on desirability based on the interaction effect of pressure and feed concentration.
Oil rejection and water flux at the optimized condition and corresponding values.
| Run | Feed Concentration, (Ppm) | Pressure, (Bar) | pH | Oil Rejection, (%) | Water Flux, (L/m2·h) | Desirability |
|---|---|---|---|---|---|---|
|
| 10 | 1.5 | 8.97 | 98.86 | 152.00 | 0.997 |
|
| 10 | 1.5 | 8.97 | 98.72 | 151.30 | |
| Deviation. (%) | 0.14 | 0.46 |
is the predicted value of oil rejection and water flux and is the revalidated value of oil rejection and water flux.
Comparison of the ceramic-based membrane, optimization method, factors, and responses.
| Ceramic Material/Process | Experimental Design Method | Factor | Response | Author/Year |
|---|---|---|---|---|
| Nanocomposite membrane UF | CCD | Pressure: 3.0 bar | Water flux: 152 L/m2·h | This work |
| Alumina MF | BBD | Transmembrane pressure: 3 bar; Feed flow rate: 300 L/h; Temperature: (60 °C) | Permeate flux: NA | [ |
| Phosphate/kaolinite MF | BBD | Kaolinite: 15% | Turbidity: 98.99%; | [ |
| NA/MF | BBD | Pressure: 14.5 Pa; | Flux: NA | [ |
| Mullite UF | BBD | pH: 7.2; Feed concentration: 921 mg/L, Coagulant concentration: 207 mg/L | Water flux: 123.85 L/m2·h; | [ |
| Fly ash MF | CCD | Feed concentration: 176.07 mg/L; | Flux: 936 L/m2·h; | [ |
| Natural zeolite MF | CCD | pH: 7.04, Feed concentration: 75.00 mg/L, HFCM dosage: 0.35 g | Permeability: and ammonia removal: 96.5% | [ |
Figure 10PAP-BM: (a) Fouling resistance efficiency and (b) water flux recovery percentage.