摘要
某经济开发区污水处理厂进水主要是生活污水和少量工业废水,采用预处理+多模式AAO工艺+絮凝沉淀池+活性砂滤池+紫外线消毒工艺,处理出水COD_(Cr)平均浓度为36.4mg/L,氨氮平均浓度为1.63 mg/L,其他指标也均能满足《城镇污水处理厂污染物排放标准》(GB 18918—2002)一级A标准。
A sewage treatment plant in an economic development zone, the influent of which is mainly domestic sewage and a small amount of industrial wastewater, using the pretreatment process + multi-mode AAO processes and flocculation sedimentation tank + continuous sand-filter + UV disinfection process. Average effluent concentrations of C0DCr and ammonia nitrogen are 36. 4 mg/L and 1.63 mg/L respectively. Other indicators are also able to meet Urban Sewage Treatment Plant Pollutant Discharge Standardmulti-mode AAO processes continuous sand-filter design proposal(GB 18918-2002) "I-A" standard.
出处
《净水技术》
CAS
2016年第4期91-94,共4页
Water Purification Technology