Table 3 Applications of nanotubes membrane bioreactor (NTs-MBR) system.

From: A critical review on nanomaterials membrane bioreactor (NMs-MBR) for wastewater treatment

Membrane materials

Membrane characteristics

Wastewater type/characteristics

Configuration

Operational conditions

Performance

Ref.

Polyethersulfone (PES/MWCNTs

Membrane area = 12.56 cm2

Industrial wastewater

MBR

V = 0.2 L, MLSS = 1000 mg L−1

FRR (89.7%)

52

Polyvinylidene difluoride (PVDF)/ sulphonated CNTs

Membrane area = 28.26 cm2

Protein solution

Cross-flow filtration MBR

Operating pressure = 0.2 MPa

FRR (83.52%)

59

CNTs

Membrane area = 2.98 × 10–3 m2

Industrial wastewater

COD = 500 mg L−1

Anaerobic electro-assisted membrane bioreactor (AnEMBR)

V = 1 L, HRT = 32 h, T = 15–20 °C

Better antifouling ability

COD (95%)

60

Polyvinyl butyral (PVB)/CNTs/

Membrane area = 5.44 × 10–4 m2

Industrial wastewater

COD = 500 mg L−1, NH4+-N = 25 mg L−1, DO = 2–4 mg L−1

Electro-assisted membrane bioreactor

V = 1 L, HRT = 16 h, MLVSS, = 6000 mg L−1, pH = 7–8, T = 15–20 °C

FR(92%)

COD (95%), NH4+-N (80%)

126

Polysulfone (PSf)/CNTs

Membrane area = 0.05 m2

Paper industry wastewater

COD = 1700 mg L−1, pH = 4.6, conductivity = 1196 mS m−1

Anaerobic MBR

V = 10 L, HRT = 12 h, SRT = 85 d, MLSS = 8000–14000 mg L−1, flux = 6 L m2 h−1, pH = 6.6

T = 25 °C

High flux

COD (92%),

Methane yield = 0.18

l CH4 g−1 COD

127

PSf/CNTs PEG

Membrane area = 42 cm2

Protein solution

Cross-flow filtration MBR

V = 200 mg L−1, pH = 7

FRR (82%)

128

  1. V working volume, HRT hydraulic retention time, SRT sludge retention time, T temperature, COD chemical oxygen demand, TN total nitrogen, N (NH4-N) ammonium, DO dissolved oxygen, MLVSS mixed liquor volatile suspended solids, MLSS mixed liquor suspended solids, FR flux recovery, FRR flux recovery ratio.