文章摘要
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Journal of Water Resources and Water Engineering[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
Received:September 01, 2011  Revised:September 14, 2011
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)
Author NameAffiliation
GAO Jing College of Resources and Environmental Engineering, Liaoning Technical University, Fuxin 123000, China 
WANG Zhijiang College of Resources and Environmental Engineering, Liaoning Technical University, Fuxin 123000, China
Department of Environmental Protection Bureau of Liaoning Province, Shenyang 110000, China 
WANG Daohan College of Resources and Environmental Engineering, Liaoning Technical University, Fuxin 123000, China 
YUE Ruixiao Co., Ltd.of Environmental Protection Equipment Installation in Beijing, Beijing 100000, China 
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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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