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微污染原水的生物接触氧化预处理研究 被引量:26

Research on Pretreatment of Micro-Polluted Source Water by Biological Contact Oxidation Process
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摘要 采用生物接触氧化技术预处理微污染原水 ,并和水厂常规处理工艺进行了对比。中试结果表明 ,原水浊度为 50~ 2 0 0NTU、氨氮浓度为 1~ 10mg/L、水温为 18~ 30℃时 ,生化池对氨氮的去除率为 6 0 %~ 80 % ,CODMn去除率为 0 .5%~ 2 5% ,UV2 54 的去除率为 1%~ 15% ;正常运行时 ,较高浊度 (2 0 0~ 80 0NTU)的冲击不会明显影响生化池对氨氮和CODMn的去除 ;生化池的亚硝酸盐氮去除率为 2 0 %~ 50 % ,在原水氨氮浓度较高时亚硝酸盐氮积累增多 ;增加生物接触氧化预处理工艺 。 Experimental research on pretreatment of polluted raw water with higher turbidity and higher ammonia-N concentration by biological contact oxidation process (BCOP) with elastic packing was conducted and compared with conventional water treatment process. Experimental results showed that removal rates of ammonia-N, COD Mn , and UV 254 were 60%~80%, 0.5%~25%, and 1%~15% respectively at raw water turbidity of 50~200 NTU, ammonia-N concentration of 1~10 mg/L and temperature of 18~30 ℃. During the test, higher turbidity (from 200 NTU to 800 NTU) of raw water had no significant effect on removal efficiency of ammonia-N and COD Mn . Nitrite removal rate was 20%~50%, but nitrite accumulation took place when ammonia-N concentration was rather high. With the BCOP, pollutants removal effects of subsequent sedimentation tank and rapid sand filter could be improved.
出处 《中国给水排水》 EI CAS CSCD 北大核心 2000年第12期6-9,共4页 China Water & Wastewater
关键词 微污染原水 预处理 生物接触氧化 micro-polluted source water pretreatment biological contact oxidation
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参考文献1

  • 1水质标准方法国家标准汇编,1996年

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