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桂林第四污水处理厂A-A/O工艺生物除磷试验研究 被引量:2

Study on Biological Phosphorus Removal with A-A/O Process in Guilin Fourth Sewage Treatment Plant
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摘要 以桂林第四污水处理厂A A/O工艺处理水为试验对象 ,研究了生物除磷过程中生物厌氧放磷和好氧吸磷的规律。结果表明 ,硝酸盐的浓度≥ 5mg/L对生物除磷有明显抑制作用 ;生物厌氧放磷时间在 4~ 8h外源放磷量呈线性增加 ;曝气吸磷时间在 1~ 3h生物吸磷速率较快 ;厌氧 5h再曝气 2h吸磷量最大 ,且单位污泥最大比吸磷量为 3 .3 5× 1 0 -6,此时的耗氧速率为 0 .1 63mg/L·min。 The anaerobic anoxic oxic (A A/O) process was utilized to study the principle of biological phosphorus removal.The results were as follows:the phosphorus removal was significantly inhibited by nitrate salt when its concentration was larger than 5mg/L;the phosphorus release increased linearly when the biological anaerobic phosphorus release time was set between 4~8 hours;the rate of phosphorus accumulation was rapid when the aeration phosphorus accumulation time was set between 1~3 hours It was also found that the maximum phosphorus accumulation occurred after 5 hour anaerobiosis followed by 2 hour aeration when the maximum capacity of unit sludge amounts to 3.35×10 -6 and the rate of oxygen comsumption then was 0.163mg/Lmin.
出处 《武汉科技大学学报》 CAS 2002年第2期129-131,共3页 Journal of Wuhan University of Science and Technology
关键词 生物降磷 厌氧 好氧 放磷 吸磷 biological phosphorus removal anaerobic aerobic phosphorus release phosphorus accumulation
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  • 1[日]宗宫功.污水除磷脱氮技术[M].张荪楠,吴之丽.北京:中国环境科学出版社,1987.

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  • 1国家环境保护总局.水和废水监测分析方法(第4版)[M].北京:中国环境科学出版社,2002..
  • 2Hu Z R, Wentzel M C, Ekama G A. Anoxic growth of phosphate-accumulating organism (PAOs) in biological nutrient removal activated sludge system [ J ]. Water Res, 2002,36:4927 - 4937.
  • 3尹博涵,黄宁俊,王社平,邵军峰,刘新安,王兵,孙红芳.城市污水处理厂运行除磷效果影响因素分析[J].给水排水,2011,37(12):41-45. 被引量:14

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