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PH | 6--8 | B\C | ≥0.3 |
Inflow suspended solids | ≤1500mg\L | Influent ammonia nitrogen concentration | ≤2000mg/L |
Effective water depth | 5-8m | COD concentration of influent water | ≥1500mg/L |
Effective water depth | <0.8m/h | UASB sludge yield | 0.05-0.10kgVSS/kgCOD |
Total depth of sedimentation zone | ≥1.0m | Sedimentation zone surface load | ≤0.8m |
The distance between the perforated water pipe and the pool bottom | 200mm | Outlet weir load | 6.12m/(h·m) |
Use for | Mineral, Printing, Chemical, Dyeing, Starch | Certificate | SGS, ISO |
UASB reactor, also known as upflow anaerobic sludge bed. The operating principle is that sewage enters the bottom sludge layer and the upper middle sludge suspension layer through a water distribution device, and reacts with anaerobic microorganisms to generate biogas. The gas, liquid, and solid mixture is separated through the upper three-phase separator, and the sludge returns to the sludge flotation zone. The separated sewage is discharged into the system, while the biogas produced by the anaerobic reactor is recovered. An anaerobic nitrification device that combines the sludge zone at the bottom and the three-phase separation zone of gas, liquid, and solid in the middle and upper parts. The main components of the UASB reactor include: inlet water distribution system, reaction zone, three-phase separator, outlet system, gas chamber, scum collection system, and sludge discharge system.