Product Introduction
The two-stage A/O process consists of two-stage anoxic aerobic units connected in series:
Level 1 A/O (high load section): undertakes the main tasks of carbon oxidation and ammonia nitrogen nitrification, reducing the concentration of ammonia nitrogen to a lower level (such as within 100mg/L)
Secondary A/O (low load section): further remove residual total nitrogen and ammonia nitrogen to ensure that the effluent meets the standard
The nitration solution from the first stage aerobic tank flows back to the first stage anoxic tank for denitrification and denitrification. For wastewater with a total nitrogen content of 150-300mg/L, the total denitrification rate can reach 70-90%.
Process Selection
Inlet ammonia nitrogen concentration
Process configuration suggestions
explanation
<100mg/L
Single level A/O
Suitable for conventional domestic sewage, two-stage treatment is not necessary, and can meet basic denitrification needs
100-300mg/L
Two level A/O
Suitable for medium concentration ammonia nitrogen wastewater, with a total denitrification rate of 70-90%, ensuring that the effluent meets the standard
>300mg/L (such as leachate from garbage)
Two level A/O+deep processing (Fenton et al.)
High concentration ammonia nitrogen wastewater treatment requires the combination of Fenton and other physicochemical treatment units to improve denitrification efficiency
Equipment Selection
Material Characteristics Applicable Scenarios
Carbon steel has high anti-corrosion strength, low cost, and anti-corrosion life of more than 10 years for ground installation and large-scale projects
Fiberglass reinforced plastic (FRP) is corrosion-resistant, lightweight, and suitable for factory prefabrication, underground installation, small-scale, and convenient transportation scenarios
Stainless steel has strong corrosion resistance, long service life, high standard requirements, and special water quality
Control system: PLC fully automatic control, supporting remote monitoring and alarm functions.
Aeration system: fan+microporous aerator to ensure sufficient dissolved oxygen.
Dosing system: Phosphorus removal agent dosing device (configured according to the total phosphorus requirements of the effluent).
Disinfection unit: Chlorine tablet disinfection/UV disinfection (according to emission requirements).
Sludge treatment: sludge tank+regular external transportation for disposal.