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MBBR FILTER MEDIA |
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Item No. |
Unit |
PE01 |
PE02 |
PE03 |
PE04 |
PE05 |
Size |
mm |
Dia12X9 |
Dia11X7 |
Dia10X7 |
Dia14.5X10 |
Dia25X10 |
Hole numbers |
pcs |
4 |
4 |
5 |
6 |
19 |
Effecient surface area |
m2/m3 |
>800 |
>900 |
>1000 |
>800 |
>610 |
Density |
g/cm3 |
0.96-0.98 |
0.96-0.98 |
0.96-0.98 |
0.96-0.98 |
0.96-0.98 |
Porosity |
% |
>85 |
>85 |
>85 |
>85 |
>85 |
Bulk weight |
kg/m3 |
120 |
135 |
140 |
120 |
95 |
Membrance-forming time |
days |
3-15 |
3-15 |
3-15 |
3-15 |
3-15 |
Nitrification efficiency |
gNH4-N/m3.d |
400-1200 |
400-1200 |
400-1200 |
400-1200 |
400-1200 |
BOD5 Oxidation efficiency |
gBOD5/M3.d |
2000-10000 |
2000-10000 |
2000-10000 |
2000-10000 |
2000-10000 |
COD5 oxidation efficiency |
Gcod/m3.d |
2000-15000 |
2000-15000 |
2000-15000 |
2000-15000 |
2000-15000 |
Applicable efficieny |
ºC |
5-60 |
5-60 |
5-60 |
5-60 |
5-60 |
Life span |
year |
>15 |
>15 |
>15 |
>15 |
>15 |
1. Impact load, long sludge age, less residual sludge, high efficiency and flexible operation.
2. The sludge concentration in the reactor is relatively high. Generally, the sludge concentration is 5 to 10 times that of the conventional activated sludge process, and the aeration tank sludge mass concentration can be as high as 30 to 40 g/L.
3. Head loss is small, should not be blocked, no backwash, generally do not return.
4. As the core of the MBBR process, the suspended filler has aerobic and anaerobic metabolic activity, and can be a good nitrogen and phosphorus removal.
1. Hotels, restaurants, nursing homes, hospitals.
2. Residential areas, village, town.
3. Stations, airports, port terminals and ship.
4. Factories, mines, milita-ry, tourist, scenic.
5. All kinds of industrial wastewater similar with domestic sewage