| - Due to the use of durable and chemically stable membrane materials (PES / PVDF), the MaxFlow membrane module has a high filtration performance with low fouling potential. By using low differential operating pressures, scaling is effectively prevented.
- The innovative MaxFlow module „open channel design“ provides optimal biofilm control and minimizes the quantity of chemical cleaning procedures. Multi-module arrangements guarantee extremely high energy efficiency plus a high packing density per square meter. This further reduces plant operating costs.
- The compact module design enables multi-stack module arrangements using shallow water levels. Therefore, a future plant upgrade to increase capacity is easy to implement.
- The MaxFlow membrane module is resistant to clogging due to its open-channel design. A simple screen or settling tank is sufficient as pre-treatment.
- The MaxFlow filtration modules can be cleaned inside the process tank using the „cleaning in place” (CIP) method. Depending on the wastewater source, cleaning intervals range between 2-6 months. The modules may also be cleaned outside the process tank if desired.
- The robust design and the safe, easy handling of MaxFlow membrane modules allow for simple plant layouts.
- Most existing conventional treatment plants can be retrofitted with Maxflow membranes due to the flexible and compact nature of our membrane module design.
|
|
| Membrane material
Filtration system | Ultrafiltration U70, U20, U06 | Microfiltration M70, M20, M06 | Membrane material | PES | PVDF | Cut-off, pore size | 150 kDa | 0,2 μm | Permaebility, pure water | > 300 l/(m²*h*bar) | 1000 l/(m²*h*bar) |
|
|
| Operation data
Operation parameters | | Flux rate, activated sludge* | 15 - 30 l/(m²*h) | MLSS | 8 - 15 g/l | Operating pressure | 20 - 250 mbar | Back wash pressure | < 50 mbar | Temperature range | 5 - 50 °C | | | Cleaning | | Cleaning agents** | bases, oxidants, tensides, acids | Cleaning period | dependant on sewage, normally 2-4 times per year | pH cleaning | 2 - 11 (max. 30 °C) | | | Aeration | | Tube diffusers | medium-sized bubbles | Aerator channel hight without legs | ca. 440 mm | Aerator channel hight with legs | ca. 740 mm | Pressure loss of diffusers | ca. 80 mbar | | | Module data | | Design of filter bags | plate membrane, sandwich | Grouting | wastewater resistant plastics | Housing | protective PVC plates | Operation | continuous cyclic pumped gravity flow | Number of filtrate connections | 2 |
* dependent on activated sludge ** see O&M manual
|
|
| Module data
Module | U70-003 M70-003 | U20-002 M20-002 | U06-001 M06-001 | Membrane surface ca. | 70 m² | 20 m² | 6 m² | Width ca. ± 2,5 | 736 mm | 385 mm | 185 mm | Hight ca. ± 0,0 | 1070 mm | 1058 mm | 1090 mm | Depth without filtration pipe ca. ± 2,5 | 716 mm | 466 mm | 316 mm | Dry weight ca. | 160 kg | 66 kg | 36 kg | Filtrate pipe | DN 50 | DN 25 | DN 16 | Air demand per footprint (ca.) | 48 Nm³/h | 16 Nm³/h | 4,8 Nm³/h |
|
|
|
|
|