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同步硝化反硝化耦合除磷工艺的快速启动及其运行特征
摘要点击 2195  全文点击 1250  投稿时间:2015-05-18  修订日期:2015-06-19
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中文关键词  好氧颗粒污泥  同步硝化反硝化  除磷  低COD/N  溶解氧
英文关键词  aerobic granular sludge  simultaneous nitrification and denitrification(SND)  phosphorus removal  low COD/N ratio  dissolved oxygen
作者单位E-mail
冷璐 成都信息工程大学资源环境学院, 成都 610225 397479676@qq.com 
信欣 成都信息工程大学资源环境学院, 成都 610225
成都信息工程大学大气环境模拟与污染控制四川省高校重点实验室, 成都 610225 
xx@cuit.edu.cn 
鲁航 成都信息工程大学资源环境学院, 成都 610225  
唐雅男 成都信息工程大学资源环境学院, 成都 610225  
万利华 成都信息工程大学资源环境学院, 成都 610225  
郭俊元 成都信息工程大学资源环境学院, 成都 610225  
程庆锋 成都信息工程大学资源环境学院, 成都 610225  
中文摘要
      以低COD/N生活污水(C/N为3 :1~4 :1)为进水基质,在序批式活性污泥反应器(SBR)中接种好氧颗粒污泥(AGS),通过逐步降低溶解氧(DO)浓度的方式快速实现同步硝化反硝化耦合除磷. 反应器运行20 d后(DO浓度为0.50~1.0 mg ·L-1),系统出现同步硝化反硝化耦合除磷的现象. 在随后运行的40 d里,反应器对废水COD、 NH4+-N、 TN和TP的平均去除率分别为84.84%、 93.51%、 77.06%和85.69%; 出水NO3--N和NO2--N平均浓度分别为4.01 mg ·L-1和3.17 mg ·L-1. 反应器启动运行后期,污泥体积指数(SVI)为55.22 mL ·g-1,沉降性能良好,颗粒结构较完整. 不同氮源的周期曝气阶段结果表明,对TN的去除率为NH4+-N>NO2--N >NO3--N; 对TP的去除率为 NO3--N >NO2--N >NH4+-N,反应器主要以同步硝化反硝化脱氮和反硝化方式除磷.
英文摘要
      In this study, simultaneous nitrification and denitrification(SND) coupled Phosphorus removal process through gradually decreasing DO concentration was investigated by treating wastewater with a low COD/TN ratio (C/N=3 :1-4 :1) in a sequencing batch reactor (SBR) inoculated with aerobic granular sludge(AGS). Successful SND coupled Phosphorus phenomenon occurred after 20d at the DO concentration of 0.50-1.0 mg ·L-1. In the following 40 days, the average removal rates of COD, NH4+-N, TN and TP were 84.84%, 93.51%, 77.06% and 85.69%,and the NO3--N and NO2--N average accumulations in the effluent were only 4.01 mg ·L-1 and 3.17 mg ·L-1, respectively. The AGS had complete forms and good settling performances, and the sludge volume index (SVI) was about 55.22 mL ·g-1 at the end of starting-up stage. The results of different nitrogen sources showed that the removal rate of TN was in the order of NH4+-N>NO2--N>NO3--N, and the removal rate of TP was in the order of NO3--N >NO2--N >NH4+-N. The nitrogen and phosphorus removal of wastewater were mainly realized by simultaneous nitrification and denitrification and denitrifying phosphorus removal, respectively.

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