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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.