摘要:
针对深圳某企业微生物发酵类制药废水高氨氮、高总氮、低碳氮比等特点,采用两级AO/MBR-絮凝沉淀-反硝化滤池工艺对其进行处理,设计处理规模为1.6 m3/h,日运行8 h。将浓污水与清污水混合均匀后作为进水,工程经调试后稳定运行,在进水COD、氨氮、总氮、总磷平均分别为200、120、180、18 mg/L条件下,出水COD、氨氮、总氮、总磷平均分别为23、0.5、18、0.2 mg/L,水质稳定,满足排放要求。运行效果分析表明,两级好氧池的组合填料有效强化了对氨氮的去除,使得两级AO/MBR工艺去除了99.58%的氨氮;两级AO/MBR与反硝化滤池的组合工艺可去除90.00%的总氮。技术经济分析表明,该工程运行成本合计约为31.14元/m3,其中,与总氮去除紧密相关的碳源消耗费用和污泥处置费用共计约15.55元/m3。
关键词:
发酵制药废水,
低碳氮比,
两级A/O,
反硝化滤池
Abstract:
In response to the characteristics of high ammonia-nitrogen, high tatal nitrogen, and low carbon to nitrogen ratio in the fermentation pharmaceutical wastewater of a enterprise in Shenzhen, the process of two-stage AO/MBR-flocculation sedimentation-denitrification filter was adopted, with a designed treatment capacity of 1.6 m3/h and a daily operation of 8 hours. Concentrated sewage and clean sewage were mixed evenly to be used as the inlet water. After testing, the project ran stably. Under the conditions of average inlet COD, ammonia-nitrogen, total nitrogen, and total phosphorus as 200, 120, 180, and 18 mg/L, respectively, the effluent COD, ammonia-nitrogen, total nitrogen, and total phosphorus were 23, 0.5, 18, and 0.2 mg/L, respectively. The water quality was stable and met the discharge requirements. The analysis of operational effectiveness showed that the combination packing of two-stage aerobic tanks effectively enhanced the removal of ammonia-nitrogen, resulting in 99.58% removal of ammonia-nitrogen by the two-stage AO/MBR process. The combination process of two-stage AO/MBR and denitrification filter could remove 90.00% of total nitrogen. Technical-economic analysis showed that the total operating cost of the project was about 31.14 yuan/m3, of which the carbon source consumption fee and sludge disposal fee closely related to total nitrogen removal were about 15.55 yuan/m3.
Key words:
fermentation pharmaceutical wastewater,
low C/N,
two-stage AO,
denitrification filter
中图分类号:
蔡升云, 钱俊伟. 两级AO/MBR-絮凝沉淀-反硝化滤池工艺处理发酵制药废水[J]. 工业水处理, 2025, 45(6): 227-233.
Shengyun CAI, Junwei QIAN. Treatment of fermentation pharmaceutical wastewater by combined process of two-stage AO/MBR-flocculation sedimentation-denitrification filter[J]. Industrial Water Treatment, 2025, 45(6): 227-233.