Progress of Nanocomposite Membranes for Water Treatment
Abstract
:1. Introduction
2. Carbon Nanotubes (CNTs)
3. Titanium Dioxide (TiO2)
4. Silver (Ag)
5. Copper (Cu)
6. Zinc Oxide (ZnO)
7. Graphene Oxide (GO)
8. 2D Materials
9. Some Other Novel Nano-Sized Materials
10. Concluding Outlook
Conflicts of Interest
Abbreviations
BSA | Bovine serum albumin |
CA | Cellulose acetate |
CS | Chitosan |
CCTS | Carboxylated chitosan |
CTA | Cellulose triacetate |
CNT | Carbon nanotubes |
CDO | Chemical oxygen demand |
FO | Forward osmosis |
HA | Humic acid |
MMM | mixed matrix membranes |
MF | Microfiltration |
NP | Nanoparticle |
PA | Polyamide |
PAA | Poly(acrylic acid) |
PAI | Poly(amide-imide) |
PAN | Polyacrylonitrile |
PEI | Polyethyleneimine |
PE | Polyethylene |
PEG | Polyethylene glycol |
PSF | Polysulfone |
PES | Polyethersulfone |
PMIA | Poly (m-phenylene isophthalamide) |
PMMA | Poly(methyl methacrylate) |
PTFE | Polytetrafluoroethylene |
PVA | Polyvinyl alcohol |
PVDF | Polyvinylidine fluoride |
PVP | Polyvinylpyrrolidone |
PVC | Polyvinyl chloride |
PP | Polypropylene |
E. coli | Escherichia coli |
S. aureus | Staphylococcus aureus |
C. testosterone | Comamonas testosteroni |
PRO | Pressure retarded osmosis |
PDA | Polydopamine |
PVC | Polyvinyl chloride |
PPA | Polypiperazine-amide |
PDADMAC | Diallyldimethylammonium chloride |
NF | Nanofiltration |
RO | Reverse osmosis |
UF | Ultrafiltration |
ZnO | Zinc oxide |
GO | Graphene oxide |
ED | Electrodialysis |
MWCNT | Multi-walled carbon nanotubes |
TOC | Total organic carbon |
HA | Humic acid |
Lys | Lysozyme |
DCMD | Direct contact membrane distillation |
MBR | Membrane Bioreactor |
LbL | Layer-by-layer |
LTA | Linde type A zeolite |
IP | Interfacial polymerization |
TPC | Triphthaloyldechloride |
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Nanoparticle | Membrane Process | Application | Polymer | Filler Concentration: | Reference: |
---|---|---|---|---|---|
ZnO | MF | Treatment of synthetic wastewater | PVDF | 6.7–26–7 wt % | [54] |
Removal of copper ions | 1–5 wt % | [55] | |||
Removal of COD from wastewater | 0–1 wt % | [56] | |||
Removal of HA | PES | 3.6 wt % | [57] | ||
UF | Removal of HA | PSF | 0.1 wt % | [58] | |
Removal of salt | PA | 0.003–0.009 g | [59] | ||
Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PVDF | 1 g | [60] | ||
Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PES | 0.5–2 wt % | [61] | ||
Removal of micelle from aqueous solutions | 0–10 wt % | [62] | |||
Removal of pollutants Sodium alginate, BSA and humic acid (HA) | 0.25–0.75 wt % | [63] | |||
Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | 0.4 g | [64] | |||
Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PES-PVA | 0.04–1.3 g | [65] | ||
Treatment of wastewaters | PSF | 0.1–1 wt % | [66] | ||
Bacterial removal from aqueous solutions | 0.7 mg | [67] | |||
Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PVC | 3 wt % | [68] | ||
NF | Removal of HA | PES | 0.035–4 wt % | [38] | |
Water purification (removal of HA) | PVP | 100 mg | [69] | ||
Removal of salt and metal ions (Zn2+, Cd2+, Pb2+, Mn2+, Ni2+, Fe2+, Al3+, Sb3+, Sr3+) | CA | 0.02–0.05 g | [70] | ||
Separation of Rhodamine B | CTA | 0.6 g | [71] | ||
Removal of HA | PSF | 2 wt % | [72] | ||
Removal of inorganic salts and HA | PVDF | 0–0.2 wt % | [73] | ||
Removal of HA | 1 wt % | [74] | |||
Removal of salts (model MgSO4) | Poly(piperazine amide) | 1.5 wt % | [75] | ||
FO | Desalination and water treatment | PVDF | 0–8 wt % | [76] | |
RO | Removal of salt, bivalent ions (Ca2+, SO42− and Mg2+), monovalent ions (Cl− and Na+), and bacterial retention | PA | 0.005–0.4 wt % | [77] | |
GO | MF | Treatment of effluents with high dyes content | PSF | 0.75–2.5 wt % | [78] |
Filtration of wastewaters | PVDF | 3 wt % | [79] | ||
UF | Evaluation of antifouling properties in composite membranes for water treatment Mixture model: BSA | PSF | 0.025–0.15 wt % | [80] | |
Evaluation of antifouling properties in composite membranes for water treatment Mixture model: BSA | PVP-PVDF | 0–0.50 wt % | [81] | ||
Evaluation of antifouling properties in composite membranes for water treatment Mixture model: BSA | PVDF | 2.5 g/mL | [82] | ||
Natural organic matter removal | 0.1–1 wt % | [41] | |||
Evaluation of antifouling properties in composite membranes for water treatment Mixture model: BSA | 0–2 wt % | [83] | |||
Natural organic matter removal | PA | 0.004–0.012 wt % | [84] | ||
Wastewater treatment | PSF | 0.02–0.39 wt % | [85] | ||
Degradation of organic pollutants in salty water | Cellulose ester | 2 g/L | [86] | ||
Treatment of distillery effluent | PES | 0.5–1 wt % | [87] | ||
NF | Na2SO4 rejection from water streams | PSF | 2000 ppm | [88] | |
Water softening production | PAI-PEI | 5 mg/mL | [89] | ||
Treatment of effluents with high dyes content | PMIA | 0.05–0.5 wt % | [90] | ||
Treatment of solutions with high dyes content | PAN | 0.25–1 g/L | [91] | ||
Evaluation of dye removal capacity for water treatment | PES | 0.1–1 wt % | [92] | ||
Water purification | PPA | 100–400 mg/L | [93] | ||
RO | Desalination: Salt removal (NaCl) | PA | 5–76 ppm | [94] | |
Desalination: Salt removal (NaCl, CaCl2 and Na2SO4) | PSF | 0.005–0.3 wt % | [95] | ||
Desalination: Salt removal (NaCl) | 100–300 ppm | [96] | |||
FO | Possible prospect for desalination of sea water | PA | 1.5 wt % | [97] | |
Graphene | UF | Wastewater treatment | PSF | 0.1–2 wt % | [98] |
NF | Water purification | PVDF | 0.864 μg/mL | [99] | |
AgNO3 | UF | Reduction of the microbial load of raw milk during the concentration process by the UF process | PES | 2–4–6 wt % | [100] |
Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA | PSF | 0.5 wt % | [101] | ||
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 % | [102] | |
UF | Water purification | PES | 0–0.32–0.64 wt % | [103] | |
Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: E. coli | PES, PSF, CA | 0.03–0.06–0.09 wt % | [104] | ||
Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: E. coli. Mixture model: BSA and dextran solution | PSF | 0.25–0.5–1.0 wt % | [105] | ||
Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: P. putida. Mixture model: BSA | 3.6 gr | [106] | |||
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 % | [64] | ||
NF | Evaluation of antibacterial properties in composite membranes for water treatment Model bacteria: E. coli, S. aureus | 0.5–1–2 wt % | [107] | ||
Ag-NO3 | Evaluation of antibacterial properties and removal of salt (Na2SO4). Model bacteria: E. coli | PA-PVA | 10 mL | [108] | |
RO | Evaluation of antibacterial properties and removal of salt (NaCl). Model bacteria: E. coli, P. aeruginosa, S. aureus | PA | 10 mL | [109] | |
Evaluation of antibacterial properties and removal of salt (NaCl). Model bacteria: E. coli, Bacillus subtilis | PA/PSF/PET | 4 g/L | [110] | ||
Evaluation of antibacterial properties Model bacteria: E. coli, Bacillus subtilis | CA | - | [111] | ||
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 % | [112] | |
PRO/RO | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: E. coli. Mixture model: BSA | PES | 40 g/L | [113] | |
Ag-NPs | PRO | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: E. coli, Bacillus subtilis Mixture model: C. testosteroni | PAN | 0.01–0.02–0.05–0.10 wt % | [114] |
bio-Ag0 | UF | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: E. coli, P. aeruginosa | PES | 0.1–0.3–0.5–1 wt % | [115] |
NF | Evaluation of antibacterial properties and removal of salt (Na2SO4). Model bacteria: E. coli, P. aeruginosa | PA | 0.1 mM 40 mL | [116] | |
Evaluation of antibacterial properties and removal of salt (Na2SO4). Model bacteria: P. aeruginosa | PSF | 0.005–0.025–0.05 wt % | [117] | ||
Cu-NPs | UF | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: P. putida. Mixture model: BSA | 3.6 g | [106] | |
CuAc2 | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: E. coli. Mixture model: HA | PAN/PEI | 1000 mg/L | [118] | |
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 % | [119] | |
Ag-NPs Cu-NPs | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: E. coli. Mixture model: PEO | PSF | 3.2 g | [120] | |
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 | [121] |
RO | Evaluation of antibacterial properties and removal of salt (NaCl). Model bacteria: E. coli | PA | 50 mM | [122] | |
CuCl2 | Evaluation of antifouling and antibacterial properties in composite membranes for water treatment. Model bacteria: E. coli. Mixture model: BSA | 30 mL | [123] | ||
Cu-NPs | Evaluation of antibacterial properties in composite membranes for water treatment and removal of salt (NaCl). Model bacteria: E. coli, P. aeruginosa, S. aureus. | 50 mL | [124] | ||
TiO2-NPs | MF | Evaluation of antifouling properties using whey solution | PVDF | 0.05 wt % | [125] |
UF | Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: HA | 0.1 g/L | [126] | ||
Evaluation of antifouling properties in composite membranes for water treatment. Mixture model: BSA, PEG and MgSO4 | 0.5–1 wt % | [127] | |||
Treatment of wastewaters | 0–0.15–0.3–0.45–1.5–3–6 wt % | [37] | |||
Evaluation of UV-cleaning properties | 0–1.5 wt % | [128] | |||
Evaluation of UV-cleaning and antifouling properties. Mixture model: BSA | 0–7 wt % | [129] | |||
Evaluation of antifouling properties. Mixture model: BSA and Lys | PP | - | [130] | ||
Evaluation of antifouling properties and removal of salt (NaCl). Mixture model: BSA and pepsin | PSF | 0.1, 0.25 and 0.5 wt %. | [131] | ||
Water treatment | CA | 0–25 wt % | [132] | ||
Evaluation of UV-cleaning properties and antifouling properties. Mixture model: red dye and BSA. | PA | 10–80 ppm | [133] | ||
Titanium tetraisopropoxide (TIP) | Evaluation of antifouling properties. Mixture model: BSA | 29.58 mL | [134] | ||
TiO2-NPs | FO | Evaluation of removal of salt (NaCl). | PSF | 0.01, 0.05, and 0.1 wt/v % | [135] |
Evaluation of removal of salt (NaCl). | 0–0.5–0.75–0.99 wt % | [136] | |||
MF/MBR | Evaluation of antifouling properties. Mixture model: BSA, PEG and MgSO4 | PVDF | - | [137] | |
nanoTiO2 | MBR | Algal membrane bioreactor evaluation | 5 wt % | [138] | |
TiO2-NPs | NF | Wastewater treatment application | PES | 0.125 g | [139] |
CNTs | NF | Evaluation of antifouling and removal of salts (NaCl, Na2SO4). | PSF | 5 wt % | [140] |
NF | Drinking-water purification | Nitrocelullose | 3 wt % | [141] | |
UF | Water treatment and biofouling control application | PES | 0–4 wt % | [40] | |
NF | Wastewater treatment application | PES | 0.1 wt % | [142] | |
NF | Water treatment | PA | 5 wt % | [143] | |
NF | Metal removal (Cr(VI), Cd(II)) | PSF | 0.1–1 wt % | [144] | |
NF | Water treatment for salt removal (NaCl, Na2SO4). | PMMA | 0.67 wt % | [145] | |
NF | Evaluation of antifouling properties in composite membranes for water treatment. | Polyimide 84 | 0.1–1 wt % | [146] | |
UF | Water treatment for UF applications | PSF | 0.1–0.5 wt % | [147] | |
UF | Wastewater treatment by membrane bioreactor | PSF | 0.1–1 wt % | [148] | |
MF | Bleach effluent treatment by membrane bioreactor | PSF | 0.04 wt % | [149] |
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Ursino, C.; Castro-Muñoz, R.; Drioli, E.; Gzara, L.; Albeirutty, M.H.; Figoli, A. Progress of Nanocomposite Membranes for Water Treatment. Membranes 2018, 8, 18. https://doi.org/10.3390/membranes8020018
Ursino C, Castro-Muñoz R, Drioli E, Gzara L, Albeirutty MH, Figoli A. Progress of Nanocomposite Membranes for Water Treatment. Membranes. 2018; 8(2):18. https://doi.org/10.3390/membranes8020018
Chicago/Turabian StyleUrsino, Claudia, Roberto Castro-Muñoz, Enrico Drioli, Lassaad Gzara, Mohammad H. Albeirutty, and Alberto Figoli. 2018. "Progress of Nanocomposite Membranes for Water Treatment" Membranes 8, no. 2: 18. https://doi.org/10.3390/membranes8020018