Pharmaceutical Wastewater Treatment Solutions

Common wastewater treatment process flow:

1. Antibiotic wastewater treatment process: Wastewater→regulation tank→anaerobic tank→contact oxidation tank→dissolved air flotation device→UASB reactor→contact oxidation tank→radial flow sedimentation tank→standard discharge
2. Synthetic drug production wastewater treatment process: wastewater→bar screen→regulating tank→acidification tank→CASS reaction tank→standard discharge
3. Traditional Chinese medicine wastewater treatment process: wastewater→bar screen→regulating tank→SBR reaction tank→standard discharge

Introduction to the characteristics of wastewater treatment process:

1. Saving energy consumption: The amount of oxygen required for biological nitrification and destocking mainly includes the oxygen demand for digestion, endogenous respiration, and degradation of organic matter. The A/O process degrades organic matter while out of stock, greatly reducing oxygen demand, and is an energy-saving biological treatment system.
2. Good sludge settling performance: In order to maintain a high digestibility, the reaction residence time is longer than the ordinary activated sludge method, microbial endogenous respiration will occur, the sludge growth rate is low, the amount of residual sludge is small, the digestion process is high, and the settling performance it is good.
3. Save water treatment chemicals: In the A/O process, removing 1mg/l of NO3-N in the destocking process can produce an alkalinity of 3.75mg/l, and the nitrification process of nitrating 1mg/l of NH4-N needs to consume 7.141mg/l of Alkalinity, the alkalinity of the whole system can complement each other, no need to add alkali to neutralize, the organic matter in the garden sewage is used as the hydrogen supplier when it is out of stock, and no external carbon source is needed.
4. The anoxic tank is in front, and the organic carbon in the sewage is used by denitrifying bacteria, which can reduce the organic load of the aerobic tank. At the same time, the alkalinity produced by the denitrification reaction in the anoxic pool can compensate for the alkalinity demand of the nitrification reaction in the aerobic pool.
5. After the anoxic tank, the aerobic tank of the A/O process can further remove the organic pollutants left by denitrification and improve the quality of the effluent.