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后置短程反硝化AOA-SBR工艺实现低C/N城市污水的脱氮除磷
引用本文:巩秀珍,于德爽,袁梦飞,王晓霞,陈光辉,王钧,毕春雪,都叶奇.后置短程反硝化AOA-SBR工艺实现低C/N城市污水的脱氮除磷[J].环境科学,2019,40(1):360-368.
作者姓名:巩秀珍  于德爽  袁梦飞  王晓霞  陈光辉  王钧  毕春雪  都叶奇
作者单位:青岛大学环境科学与工程学院,青岛,266071;青岛大学环境科学与工程学院,青岛,266071;青岛大学环境科学与工程学院,青岛,266071;青岛大学环境科学与工程学院,青岛,266071;青岛大学环境科学与工程学院,青岛,266071;青岛大学环境科学与工程学院,青岛,266071;青岛大学环境科学与工程学院,青岛,266071;青岛大学环境科学与工程学院,青岛,266071
基金项目:国家自然科学基金项目(51778304,51708311);山东省自然科学基金项目(ZR2017BEE002);中国博士后科学基金项目(2017M612209)
摘    要:为了解厌氧/好氧/缺氧(A/O/A)运行的序批式反应器(SBR)中,强化生物除磷(EBPR)与同步短程硝化反硝化(SPND)耦合,并后置短程反硝化的脱氮除磷特性,以低C/N(≤4)城市污水为处理对象,通过优化曝气量和缺氧时间,实现了低C/N城市污水的深度脱氮除磷.结果表明,当好氧段曝气量由1.0 L·min-1降至0.6 L·min-1,缺氧时间为180 min时,出水PO3-4-P浓度由0.06 mg·L~(-1)降至0,出水NH+4-N、NO-2-N和NO-3-N浓度分别由0.18、18.79和0.08 mg·L~(-1)逐渐降低至0、16.46和0.05 mg·L~(-1),TN去除率由72.69%提高至77.97%;随着曝气量的降低,SPND现象愈加明显,SND率由19.18%提高至31.20%;此后,当缺氧段时间由180 min逐渐延长至420 min,出水PO3-4-P、NH+4-N和NO-3-N浓度分别维持在0、0和0.03 mg·L~(-1)左右,出水NO-2-N低至3.06 mg·L~(-1),SND率达32.21%,TN去除性能逐渐提高,TN去除率高达99.42%,实现了系统的深度脱氮除磷.

关 键 词:同步短程硝化反硝化(SPND)  内源短程反硝化  强化生物除磷(EBPR)  聚磷菌(PAOs)  城市污水
收稿时间:2018/7/7 0:00:00
修稿时间:2018/7/16 0:00:00

Denitrification and Phosphorus Removal from Low C/N Urban Sewage Based on a Post-Partial Denitrification AOA-SBR Process
GONG Xiu-zhen,YU De-shuang,YUAN Meng-fei,WANG Xiao-xi,CHEN Guang-hui,WANG Jun,BI Chun-xue and DU Ye-qi.Denitrification and Phosphorus Removal from Low C/N Urban Sewage Based on a Post-Partial Denitrification AOA-SBR Process[J].Chinese Journal of Environmental Science,2019,40(1):360-368.
Authors:GONG Xiu-zhen  YU De-shuang  YUAN Meng-fei  WANG Xiao-xi  CHEN Guang-hui  WANG Jun  BI Chun-xue and DU Ye-qi
Institution:School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China,School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China,School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China,School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China,School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China,School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China,School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China and School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China
Abstract:This study focuses on the investigation of the nitrogen (N) and phosphorus (P) removal characteristics of a combination of enhanced phosphorus removal (EBPR) with simultaneous partial nitrification endogenous denitrification (SPND) and post-partial denitrification process. An anaerobic/aerobic/anoxic (A/O/A) operated sequencing batch reactor (SBR) fed with urban sewage was optimized by regulating the aeration rate and anoxic time. Based on this optimization, deep-level nitrogen and phosphorus removals from low C/N urban sewage could be realized. The experimental results show that the effluent PO43--P concentration decreased from 0.06 mg·L-1 to 0 mg·L-1, the effluent NH4+-N, NO2--N, and NO3--N concentrations gradually decreased from 0.18, 18.79, and 0.08 mg·L-1 to 0, 16.46, and 0.05 mg·L-1, respectively, and the TN removal efficiency increased from 72.69% to 77.97% when the aeration rate decreased from 1.0 L·min-1 to 0.6 L·min-1 and the anoxic duration was 180 min. With the reduction of the aeration rate, the SPND phenomenon became notable and the SND rate increased from 19.18% to 31.20%. When the anoxic duration was extended from 180 min to 420 min, the effluent PO43--P, NH4+-N, and NO3--N concentrations stabilized at~0, 0, and 0.03 mg·L-1, respectively. The effluent NO2--N concentration was as low as 3.06 mg·L-1, the SND rate was~32.21%, the TN removal performance gradually improved, and the TN removal efficiency was as high as 99.42%. Thus, deep-level nitrogen and phosphorus removals could be realized with the SPNDPR-PD system.
Keywords:simultaneous partial nitrification-endogenous denitrification (SPND)  endogenous partial denitrification  enhanced biological phosphorus removal (EBPR)  phosphorous accumulating organisms (PAOs)  urban sewage
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