| Literature DB >> 29614045 |
Claudia Ursino1, Roberto Castro-Muñoz2,3, Enrico Drioli4, Lassaad Gzara5, Mohammad H Albeirutty6,7, Alberto Figoli8.
Abstract
The use of membrane-based technologiesEntities:
Keywords: carbon nanotubes (CNTs) zinc oxide (ZnO); graphene oxide (GO); mixed matrix membranes (MMMs); nanocomposite; nanoparticles (NPs); silver (Ag); titanium dioxide (TiO2); water treatment
Year: 2018 PMID: 29614045 PMCID: PMC6027241 DOI: 10.3390/membranes8020018
Source DB: PubMed Journal: Membranes (Basel) ISSN: 2077-0375
Figure 1Overview about the use of nanocomposite membranes in pressure-driven membrane technologies for water treatment (data acquired from https://www.scopus.com and https://scholar.google.it/).
Figure 2Publications related to the nanoparticles cited in this review (TiO2, CNTs, Ag, Cu, GO, and ZnO until 8 October 2017; data acquired from https://www.scopus.com and https://scholar.google.it/).
Application of different nanoparticles into polymeric membranes for water treatment.
| Nanoparticle | Membrane Process | Application | Polymer | Filler Concentration: | Reference: |
|---|---|---|---|---|---|
| ZnO | MF | Treatment of synthetic wastewater | PVDF | 6.7–26–7 wt % | [ |
| Removal of copper ions | 1–5 wt % | [ | |||
| Removal of COD from wastewater | 0–1 wt % | [ | |||
| Removal of HA | PES | 3.6 wt % | [ | ||
| UF | Removal of HA | PSF | 0.1 wt % | [ | |
| Removal of salt | PA | 0.003–0.009 g | [ | ||
| Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PVDF | 1 g | [ | ||
| Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PES | 0.5–2 wt % | [ | ||
| Removal of micelle from aqueous solutions | 0–10 wt % | [ | |||
| Removal of pollutants Sodium alginate, BSA and humic acid (HA) | 0.25–0.75 wt % | [ | |||
| Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | 0.4 g | [ | |||
| Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PES-PVA | 0.04–1.3 g | [ | ||
| Treatment of wastewaters | PSF | 0.1–1 wt % | [ | ||
| Bacterial removal from aqueous solutions | 0.7 mg | [ | |||
| Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PVC | 3 wt % | [ | ||
| NF | Removal of HA | PES | 0.035–4 wt % | [ | |
| Water purification (removal of HA) | PVP | 100 mg | [ | ||
| Removal of salt and metal ions (Zn2+, Cd2+, Pb2+, Mn2+, Ni2+, Fe2+, Al3+, Sb3+, Sr3+) | CA | 0.02–0.05 g | [ | ||
| Separation of Rhodamine B | CTA | 0.6 g | [ | ||
| Removal of HA | PSF | 2 wt % | [ | ||
| Removal of inorganic salts and HA | PVDF | 0–0.2 wt % | [ | ||
| Removal of HA | 1 wt % | [ | |||
| Removal of salts (model MgSO4) | Poly(piperazine amide) | 1.5 wt % | [ | ||
| FO | Desalination and water treatment | PVDF | 0–8 wt % | [ | |
| RO | Removal of salt, bivalent ions (Ca2+, SO42− and Mg2+), monovalent ions (Cl− and Na+), and bacterial retention | PA | 0.005–0.4 wt % | [ | |
| GO | MF | Treatment of effluents with high dyes content | PSF | 0.75–2.5 wt % | [ |
| Filtration of wastewaters | PVDF | 3 wt % | [ | ||
| UF | Evaluation of antifouling properties in composite membranes for water treatment Mixture model: BSA | PSF | 0.025–0.15 wt % | [ | |
| Evaluation of antifouling properties in composite membranes for water treatment Mixture model: BSA | PVP-PVDF | 0–0.50 wt % | [ | ||
| Evaluation of antifouling properties in composite membranes for water treatment Mixture model: BSA | PVDF | 2.5 g/mL | [ | ||
| Natural organic matter removal | 0.1–1 wt % | [ | |||
| Evaluation of antifouling properties in composite membranes for water treatment Mixture model: BSA | 0–2 wt % | [ | |||
| Natural organic matter removal | PA | 0.004–0.012 wt % | [ | ||
| Wastewater treatment | PSF | 0.02–0.39 wt % | [ | ||
| Degradation of organic pollutants in salty water | Cellulose ester | 2 g/L | [ | ||
| Treatment of distillery effluent | PES | 0.5–1 wt % | [ | ||
| NF | Na2SO4 rejection from water streams | PSF | 2000 ppm | [ | |
| Water softening production | PAI-PEI | 5 mg/mL | [ | ||
| Treatment of effluents with high dyes content | PMIA | 0.05–0.5 wt % | [ | ||
| Treatment of solutions with high dyes content | PAN | 0.25–1 g/L | [ | ||
| Evaluation of dye removal capacity for water treatment | PES | 0.1–1 wt % | [ | ||
| Water purification | PPA | 100–400 mg/L | [ | ||
| RO | Desalination: Salt removal (NaCl) | PA | 5–76 ppm | [ | |
| Desalination: Salt removal (NaCl, CaCl2 and Na2SO4) | PSF | 0.005–0.3 wt % | [ | ||
| Desalination: Salt removal (NaCl) | 100–300 ppm | [ | |||
| FO | Possible prospect for desalination of sea water | PA | 1.5 wt % | [ | |
| Graphene | UF | Wastewater treatment | PSF | 0.1–2 wt % | [ |
| NF | Water purification | PVDF | 0.864 μg/mL | [ | |
| AgNO3 | UF | Reduction of the microbial load of raw milk during the concentration process by the UF process | PES | 2–4–6 wt % | [ |
| Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PSF | 0.5 wt % | [ | ||
| AgNPs | MF/UF | Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | 0–0.05–0.1–2.5–5–10 wt % | [ | |
| UF | Water purification | PES | 0–0.32–0.64 wt % | [ | |
| Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: | PES, PSF, CA | 0.03–0.06–0.09 wt % | [ | ||
| Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: | PSF | 0.25–0.5–1.0 wt % | [ | ||
| Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: | 3.6 gr | [ | |||
| Evaluation of antifouling properties in composite membranes for water treatment Mixture model: polyethylene glycol (PEG) and Dextran solutions | CA | 0–0.1–0.4 wt % | [ | ||
| NF | Evaluation of antibacterial properties in composite membranes for water treatment Model bacteria: | 0.5–1–2 wt % | [ | ||
| Ag-NO3 | Evaluation of antibacterial properties and removal of salt (Na2SO4). Model bacteria: | PA-PVA | 10 mL | [ | |
| RO | Evaluation of antibacterial properties and removal of salt (NaCl). Model bacteria: | PA | 10 mL | [ | |
| Evaluation of antibacterial properties and removal of salt (NaCl). Model bacteria: | PA/PSF/PET | 4 g/L | [ | ||
| Evaluation of antibacterial properties Model bacteria: | CA | - | [ | ||
| DCMD | Deposition of silver nanoparticles layers to optimize surface roughness and enhance membrane hydrophobicity. Desalination of seawater. Model water: NaCl 3.5 wt % | PVDF | 1 wt % | [ | |
| PRO/RO | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: | PES | 40 g/L | [ | |
| Ag-NPs | PRO | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: | PAN | 0.01–0.02–0.05–0.10 wt % | [ |
| bio-Ag0 | UF | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: | PES | 0.1–0.3–0.5–1 wt % | [ |
| NF | Evaluation of antibacterial properties and removal of salt (Na2SO4). Model bacteria: | PA | 0.1 mM 40 mL | [ | |
| Evaluation of antibacterial properties and removal of salt (Na2SO4). Model bacteria: | PSF | 0.005–0.025–0.05 wt % | [ | ||
| Cu-NPs | UF | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: | 3.6 g | [ | |
| CuAc2 | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: | PAN/PEI | 1000 mg/L | [ | |
| Cu-NPs | Treatment of wastewaters (sludge filtration) and evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PES | 0.002–0.01–0.03–0.05 wt % | [ | |
| Ag-NPs Cu-NPs | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: | PSF | 3.2 g | [ | |
| CuSO4 | NF | Seawater softening, removal of salt (SO42+, Mg2+, Na+, Cl−). Evaluation of antibacterial properties in composite membranes for water treatment. Model bacteria: E. coli | PAN/PEI | 0–0.4 g | [ |
| RO | Evaluation of antibacterial properties and removal of salt (NaCl). Model bacteria: | PA | 50 mM | [ | |
| CuCl2 | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: | 30 mL | [ | ||
| Cu-NPs | Evaluation of antibacterial properties in composite membranes for water treatment and removal of salt (NaCl). Model bacteria: | 50 mL | [ | ||
| TiO2-NPs | MF | Evaluation of antifouling properties using whey solution | PVDF | 0.05 wt % | [ |
| UF | Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: HA | 0.1 g/L | [ | ||
| Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA, PEG and MgSO4 | 0.5–1 wt % | [ | |||
| Treatment of wastewaters | 0–0.15–0.3–0.45–1.5–3–6 wt % | [ | |||
| Evaluation of UV-cleaning properties | 0–1.5 wt % | [ | |||
| Evaluation of UV-cleaning and antifouling properties. Mixture model: BSA | 0–7 wt % | [ | |||
| Evaluation of antifouling properties. Mixture model: BSA and Lys | PP | - | [ | ||
| Evaluation of antifouling properties and removal of salt (NaCl). Mixture model: BSA and pepsin | PSF | 0.1, 0.25 and 0.5 wt %. | [ | ||
| Water treatment | CA | 0–25 wt % | [ | ||
| Evaluation of UV-cleaning properties and antifouling properties. Mixture model: red dye and BSA. | PA | 10–80 ppm | [ | ||
| Titanium tetraisopropoxide (TIP) | Evaluation of antifouling properties. Mixture model: BSA | 29.58 mL | [ | ||
| TiO2-NPs | FO | Evaluation of removal of salt (NaCl). | PSF | 0.01, 0.05, and 0.1 wt/v % | [ |
| Evaluation of removal of salt (NaCl). | 0–0.5–0.75–0.99 wt % | [ | |||
| MF/MBR | Evaluation of antifouling properties. Mixture model: BSA, PEG and MgSO4 | PVDF | - | [ | |
| nanoTiO2 | MBR | Algal membrane bioreactor evaluation | 5 wt % | [ | |
| TiO2-NPs | NF | Wastewater treatment application | PES | 0.125 g | [ |
| CNTs | NF | Evaluation of antifouling and removal of salts (NaCl, Na2SO4). | PSF | 5 wt % | [ |
| NF | Drinking-water purification | Nitrocelullose | 3 wt % | [ | |
| UF | Water treatment and biofouling control application | PES | 0–4 wt % | [ | |
| NF | Wastewater treatment application | PES | 0.1 wt % | [ | |
| NF | Water treatment | PA | 5 wt % | [ | |
| NF | Metal removal (Cr(VI), Cd(II)) | PSF | 0.1–1 wt % | [ | |
| NF | Water treatment for salt removal (NaCl, Na2SO4). | PMMA | 0.67 wt % | [ | |
| NF | Evaluation of antifouling properties in composite membranes for water treatment. | Polyimide 84 | 0.1–1 wt % | [ | |
| UF | Water treatment for UF applications | PSF | 0.1–0.5 wt % | [ | |
| UF | Wastewater treatment by membrane bioreactor | PSF | 0.1–1 wt % | [ | |
| MF | Bleach effluent treatment by membrane bioreactor | PSF | 0.04 wt % | [ |
Figure 3Photocatalytic mechanism of TiO2.
Figure 4SEM images: (a) bare PVDF membrane; (b) PAA and self-assembling of TiO2; and (c) grafted by mixture of PAA and TiO2. Taken from [125].
Figure 5NaCl rejection of the pristine PES substrate membrane and the TiO2 film deposited—PES membrane. Adapted from [44].
Figure 6Description of the location of Ag-NP in the nanocomposite membranes developed by Sile-Yuksel et al. [104].
Figure 7Schematic illustration of aminated-polyethersulfone (APES) membranes decorated with AgNPs, adapted from Aider et al. [171].
Figure 8Cross-section images of: (a) PES membrane; (b) PES-AgNPs (0.32 wt %) membrane; and (c) PES-AgNPs (0.64 wt %) membrane, adapted from Rehan et al. [103].
Figure 9Thermogravimetric curves for pure CA and AgNP-β-CD membranes, taken from Andrade et al. [107].
Figure 10(a) Pure water flux of the membranes with and without 2.5% AgNPs and with 1% and 5% of PVP concentration; and (b) PEG rejection of membranes with and without 2.5% Ag-NPs and with 1% and 5% of PVP concentration, adapted from Alpatova et al. [102].
Figure 11The bio-fouling properties of Cu containing PES composite membranes, adapted from Akar et al. [119].
Figure 12(a) SEM images of: (A,C) pristine; and (B,D) Cu-NPs TFC-RO membrane; and (b) XPS spectra of pristine (red) and modified Cu-NPs TFC membrane (green). The copper peaks are at 932 eV. Adapted from Ben-Sasson et al. [122].
Figure 13Schemes of: (A) preparation of PEI-coated Cu-NPs; (B) coating Cu-NPs on the membrane surface via the layer-by-layer self-assembly method; and (C) spray- and spin-assisted layer-by-layer (SSLBL) self-assembly process, adapted from Ma et al. [186].