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进水C/P对SNEDPR系统脱氮除磷性能的影响
引用本文:甄建园,于德爽,王晓霞,陈光辉,都叶奇,袁梦飞,杜世明.进水C/P对SNEDPR系统脱氮除磷性能的影响[J].环境科学,2019,40(1):343-351.
作者姓名:甄建园  于德爽  王晓霞  陈光辉  都叶奇  袁梦飞  杜世明
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
基金项目:国家自然科学基金;国家自然科学基金;山东省自然科学基金;中国博士后科学基金
摘    要:为了解不同进水C/P条件下同步硝化内源反硝化除磷(SNEDPR)的脱氮除磷特性.以实际城市污水为处理对象,采用延时厌氧(180 min)/低氧(溶解氧0.5~1.0 mg·L~(-1))运行的序批式反应器(SBR),考察了进水C/P(分别为60、30、20、15、10)对系统C、N、P去除特性的影响.结果表明:适当降低进水C/P(由60降至30)有利于提高系统内PAOs竞争优势.当C/P为30时系统除磷性能最高,厌氧段释磷速率(PRR)和好氧段吸磷速率(PUR,以P/MLSS计,下同)分别高达3.5mg·(g·h)-1和4.2 mg·(g·h)-1,出水PO3-4-P浓度均低于0.3 mg·L~(-1),且PPAO,An高达88.1%;但进一步降低进水C/P至10时,PO3-4-P去除率和PPAO,An分别由38.1%和82.4%降低至3.1%和5.3%,PRR和PUR分别仅为0.2 mg·(g·h)-1和0.24mg·(g·h)-1,系统表现出较差的除磷性能.降低C/P对系统COD去除性能没有影响,COD去除率稳定在85%左右.此外,当C/P由60降低至20时,系统硝化性能变差,表现为出水NH+4-N和NO-2-N浓度分别由0和6.9 mg·L~(-1)升高至5.1 mg·L~(-1)和16.2 mg·L~(-1);而当C/P进一步降低至10时,系统硝化性能得以恢复,但亚硝积累特性遭到破坏,表现为出水NH+4-N和NO-2-N浓度逐渐降低为0,但出水NO-3-N浓度由0.08 mg·L~(-1)升高至14.1 mg·L~(-1).SNED率先由62.1%降低为36.4%后又逐渐提高至56.4%.C/P低于15时,有利于提高GAOs的竞争优势,且C/P由20降至10时系统脱氮性能得以恢复,原因在于GAOs内源反硝化作用的增强.

关 键 词:C/P  同步硝化内源反硝化(SNED)  反硝化除磷  聚磷菌(PAOs)  反硝化聚糖菌(DGAOs)
收稿时间:2018/6/1 0:00:00
修稿时间:2018/7/6 0:00:00

Effect of the Influent C/P Ratio on the Nutrient Removal Characteristics of the SNEDPR System
ZHEN Jian-yuan,YU De-shuang,WANG Xiao-xi,CHEN Guang-hui,DU Ye-qi,YUAN Meng-fei and DU Shi-ming.Effect of the Influent C/P Ratio on the Nutrient Removal Characteristics of the SNEDPR System[J].Chinese Journal of Environmental Science,2019,40(1):343-351.
Authors:ZHEN Jian-yuan  YU De-shuang  WANG Xiao-xi  CHEN Guang-hui  DU Ye-qi  YUAN Meng-fei and DU Shi-ming
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 and School of Environmental Science and Engineering, Qingdao University, Qingdao 266071, China
Abstract:This study focuses on the nitrogen (N) and phosphorus (P) removal characteristics in a simultaneous nitrification-endogenous denitrification and phosphorus removal (SNEDPR) system at different influent C/P ratios. An extended anaerobic/low aerobic (dissolved oxygen:0.5-1.0 mg·L-1) sequencing batch reactor (SBR) fed with municipal sewage was studied by adjusting different C/P ratios (10, 15, 20, 30, and 60). The experimental results show that the proper reduction of the influent C/P ratio (C/P ratio reduced from 60 to 30) enhances the competitive advantages of phosphorus-accumulating organisms (PAOs) in the SNEDPR system. The highest phosphorus removal efficiency was achieved at a C/P ratio of 30, with the anaerobic phosphorus release rate (PRR) and aerobic phosphorus uptake rate (PUR, used as P/MLSS) reaching 3.5 mg·(g·h)-1 and 4.2 mg·(g·h)-1 respectively, and an average effluent PO43--P concentration below 0.3 mg·L-1. The percentage of PAOs contributing to the storage of endogenesis carbon (PPAO, An) reached 88.1%. However, a poor phosphorus removal performance was observed with further reduction of the influent C/P ratios to 10; both the PO43--P removal efficiency and PPAO, An decreased from 38.1% and 82.4% to 3.1% and 5.3%, respectively. The PRR and PUR were 0.2 mg·(g·h)-1 and 0.24 mg·(g·h)-1, respectively. The COD removal performance was not affected by the decreasing influent C/P ratios; the average COD removal efficiency stabilized at 85%. In addition, the nitrification performance became worse with decreasing C/P ratios (from 60 to 20) because the effluent NH4+-N and NO2--N concentrations increased from 0 and 6.9 mg·L-1 to 5.1 mg·L-1 and 16.2 mg·L-1, respectively. The nitrificaton performance recovered when the C/P ratios further decreased to 10, but the nitrite accumulation was disturbed as both the effluent NH4+-N and NO2--N concentrations reduced to 0. The effluent NO3--N concentration increased from 0.08 mg·L-1 to 14.1 mg·L-1. The SNED efficiency first decreased from 62.1% to 36.4% and then increased to 56.4%. The advantageous competition of glycogen accumulating organisms (GAOs) improved when the influent C/P ratio was lower than 15. The enhancement of the endogenous denitrification ability of GAOs might explain the recovery denitrification performance of the system when the influent C/P ratios decreased from 20 to 10.
Keywords:C/P  simultaneous nitrification-endogenous denitrification (SNED)  denitrification phosphorus removal  phosphorus accumulating organisms (PAOs)  denitrification glycogen accumulating organisms (DGAOs)
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