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中文摘要：
分别以人工配水和实际生活污水为研究对象,采用厌氧、缺氧、好氧多级交替序批式反应器,通过曝气时间、交替次数的调整对该系统的脱氮除磷效果进行了研究,最终将工艺确定为厌氧1.5 h→好氧1 h→缺氧1 h→好氧20 min→缺氧1 h→好氧20 min,即（AO）3SBR.结果表明,该系统无论对于人工配水还是实际生活污水的脱氮除磷效果都很理想,对COD、总氮、总磷的去除率可分别达88%、89%、99%和85%、75%9、9.5%.同时发现以人工配水、实际生活污水为进水的系统利用单位质量COD合成PHAs量、释磷量有较大差别,但2个系统缺氧产能效率与其好氧产能效率的比例则很接近,分别为49%和50%.
英文摘要：
The biological nitrogen and phosphorus removal was investigated in two anaerobic-anoxic-aerobic sequencing batch reactors（SBRs）,which were fed with synthetic and municipal wastewater,respectively.The operating cycle of（AO）_3SBR was 1.5 h anaerobic→1 h aerobic→1 h anoxic→20 min aerobic→1 h anoxic→20 min aerobic.The removal efficiency of COD,total nitrogen and total phosphorus for synthetic wastewater was 88%,89%,99%,respectively,while it was 85%,75%,99.5% for municipal wastewater.Furthermore,it was observed that though there were much differences in polyhydroxyalkanoates（PHAs） accumulation and phosphorous release in the anaerobic stage between two SBRs,the ratio of the anoxic energy production efficiency to the aerobic one was close to each other（49% versus 50%）.
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