| Model | MF-F-0.8-PVDF | MF-F-1.0-PVDF | MF-F-1.5-PVDF | MF-F-1.5II-PVDF | |
| Effective Membrane area m² (ft²) |
0.8(8.6) | 1.0(10.8) | 1.5(16.1) | 1.5 | |
| Dimensions (L*W*T) mm (in.) |
1030×490×7.5 (40.6×19.3×0.3) |
1190×518×7.5 (46.6×20.4×0.3) |
1780×490×7.5 (70.1×19.3×0.3) |
1780×510×7.5 (70.1×20.1×0.3) |
|
| Materials | Membrane | PVDF+PET (non-woven fiber) |
|||
| Nominal Pore Size (μm) |
0.1 | ||||
| Support Plate | ABS (Acrylonitrile Butadiene Styrene plastic) |
||||
| Aeration rate (L/min.pcs) |
10 | 11 | 12 | ||
| Weight:dry/wet kg (lbs.) |
3.2/5.0(7.1/11) | 3.6/7.6(7.9/16.76) | 5.8/11(12.8/24.2) | 5.8/11(12.8/24.2) | |
| Effluent Turbidity (NTU) |
≤1 | ||||
| Effluent Suspended solids SS (mg/L) |
≤5 | ||||
Note:
1.The water production in the above table refers to the test value of clean water, which is the initial filtration capacity of membrane when the suction negative pressure is 10kPa and the water temperature is 25°C; For different water quality, the water yield will be quite different;
2.The recommended design flux of municipal sewage or similar municipal sewage is 400~500L/㎡.d, Please consult relevant technicians of Peier for the design flux of industrial sewage;
3.The models for Peier experiment include MF-F-0.1-PVDF (effective area: 0.1㎡) and MF-F-0.25-PVDF (effective area: 0.25㎡). Please consult relevant technicians for details.
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