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基于优质碳源提供的CAMBR复合工艺短程硝化-反硝化除磷研究
摘要点击 2237  全文点击 1389  投稿时间:2015-06-05  修订日期:2015-07-22
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中文关键词  CAMBR复合工艺  短程反硝化除磷  VFA  HRT  释磷量  吸磷量
英文关键词  combined anaerobic baffled reactor and membrane bioreactor compound technology  shortcut denitrifying phosphorus removal  VFA  HRT  release of phosphorus  uptake of phosphorus
作者单位E-mail
程继辉 苏州科技学院环境科学与工程学院, 苏州 215009
江苏省水处理技术与材料协同创新中心, 苏州 215009 
18112545610@163.com 
吴鹏 苏州科技学院环境科学与工程学院, 苏州 215009
江苏省水处理技术与材料协同创新中心, 苏州 215009 
 
程朝阳 苏州科技学院环境科学与工程学院, 苏州 215009
江苏省水处理技术与材料协同创新中心, 苏州 215009 
 
沈耀良 苏州科技学院环境科学与工程学院, 苏州 215009
江苏省水处理技术与材料协同创新中心, 苏州 215009
苏州科技学院江苏省环境科学与工程重点实验室, 苏州 215009 
ylshen@mail.usts.edu.cn 
中文摘要
      挥发性脂肪酸(VFA)是反硝化除磷过程可以利用的优质碳源,为此本研究结合厌氧折流板反应器(ABR)微生物相分离和膜生物反应器(MBR)出水水质优良的特性,构建了CAMBR复合工艺,并通过优化ABR水力停留时间(HRT)等运行条件以提供优质碳源,实现高效反硝化除磷. 研究表明,当ABR的HRT为4.8 h时,可获得充足的VFA作为优质碳源,并实现消耗VFA的量为56.1 mg ·L-1的同时获得10.43 mg ·L-1的释磷,即释放1 mg磷需要的VFA量为5.38 mg,同时实现12.35 mg ·L-1的吸磷,而MBR池的吸磷为1.33 mg ·L-1. 短程硝化除磷过程中,缺氧消耗1 mg PO43--P需要0.62 mg 的NOx--N,吸收1 mg PO43--P所需NO2--N的量为1.67~2.04 mg. 系统出水水质稳定,COD、TN和溶解性PO43--P的平均去除率分别为91%、84%和93%,出水平均浓度分别为30、7.15和0.55 mg ·L-1,表明CAMBR复合工艺生在处理生活污水过程中可获得稳定高效的反硝化除磷效果.
英文摘要
      The volatile fatty acids (VFAs) are high-quality carbon source which can be utilized in the process of denitrifying phosphorus removal. Therefore, a combined process of anaerobic baffled reactor (ABR) with microbial phase separation and membrane bioreactor (MBR), i. e. CAMBR, with high-quality effluent was investigated in this experiment for highly efficient denitrifying phosphorus removal through providing high-quality carbon source by optimizing operational conditions such as hydraulic retention time (HRT) in the ABR. The results indicated that sufficient high-quality carbon source VFA could be acquired when the HRT of ABR was 4.8 h. The consumption of VFA was 56.1 mg ·L-1 while the release of phosphorus was 10.43 mg ·L-1 showing that 5.38 mg of VFA was required to release 1 mg PO43--P. Meanwhile, the uptake of phosphorus was 12.35 mg ·L-1, while the uptake of phosphorus of MBR tank was 1.33 mg ·L-1. In the process of shortcut nitrification, 0.62 mg NOx--N was needed when 1 mg PO43--P was taken up, and 1.67 to 2.04 mg NO2--N was required when 1 mg PO43--P was taken up, and the combined system achieved stable effluent quality. The average removal rates of COD, TN and soluble PO43--P were 91%, 84% and 93%, respectively, correspondingly the average effluent concentrations were 30, 7.15 and 0.55 mg ·L-1, respectively. The results stated that the CAMBR achieved stable and highly efficient denitrifying phosphorus removal in domestic sewage treatment.

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