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高 静,王治江,王道涵,岳瑞校.深度处理维生素制药废水的中试研究水资源与水工程学报[J].,2012,23(1):26-29
深度处理维生素制药废水的中试研究
Pilot study on vitamins pharmaceutical wastewater advanced treatment
投稿时间:2011-09-01  修订日期:2011-09-14
DOI:10.11705/j.issn.1672-643X.2012.01.007
中文关键词:  COD  氨氮  可生化性  维生素制药废水
英文关键词:COD  NH3-N  biodegradability  vitamins pharmaceutical wastewater
基金项目:国家水体污染控制与治理科技重大专项课题资助(2008ZX07208-009)
作者单位
高 静 辽宁工程技术大学 资源与环境工程学院,辽宁 阜新123000 
王治江 辽宁工程技术大学 资源与环境工程学院,辽宁 阜新123000
辽宁省环境保护厅,辽宁 沈阳 110000 
王道涵 辽宁工程技术大学 资源与环境工程学院,辽宁 阜新123000 
岳瑞校 北京某环保设备安装有限公司, 北京 100000 
摘要点击次数: 2002
全文下载次数: 1093
中文摘要:
      维生素制药废水经过初步生化处理后,出水水质无法满足要求,具有难降解、COD和氨氮浓度高的特点,针对这些特点,本文采用“强化复合曝气水解酸化→高效厌氧复合反应→流离生物接触氧化”连续工艺深度处理维生素制药废水,研究其可行性。处理规模为7.2 m3/d的中型试验结果表明:强化复合曝气水解酸化能使进水B/C值由0.33提高到0.48,提高下一步生化反应的处理效率,当进水CODCr的浓度为150~641 mg/L,氨氮浓度为6~115 mg/L时,平均去除率分别达到84.28%、93.8%,出水COD浓度小于50mg/L,氨氮浓度小于5 mg/L,出水水质能够达到《城镇污水处理厂污染物排放标准》GB18918-2002中的一级A指标,该连续工艺深度处理此类废水具有可行性和稳定性。
英文摘要:
      Vitamins pharmaceutical wastewater was not able to meet the water quality requirements after a preliminary biochemical treatment because of the features with hard-biodegraded, high COD and ammonia nitrogen. According to these characteristics, the paper adopted hydrolysis acidification and aggrandizement with compound aeration→efficient and anaerobic combination reaction→displaced biological contact oxidation continuous process to deal with the wastewater of vitamin pharmaceutical deeply and study its feasibility. The medium-sized test which processing scale was 7.2 m3/d showed that hydrolysis acidification and aggrandizement with compound aeration process can be made B/C value raise from 0.33 to 0.48, improing next step''s biochemical treatment efficiency, when entering water CODcr concentration was 150 to 641 mg/L, ammonia nitrogen was 6 to 115 mg/L, the average removal rate can be achieved 84.28%, 93.8% respectively, the effluent water COD concentration can be less than 50 mg/L, ammonia nitrogen concentration can be less than 5 mg/L, achieved the first class of A of the Discharge Standard of Pollutants for Municipal wastewater Treatment Plant (GB18918-2002). Last of all, the continuous process on advanced treatment of such wastewater possess feasibility and stability.
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