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A^2O工艺和A^2O+BCO工艺的脱氮除磷性能比较 被引量:28
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作者 赵伟华 王梅香 +4 位作者 李健伟 冯岩 刘博 李夕耀 彭永臻 《中国环境科学》 EI CAS CSCD 北大核心 2019年第3期994-999,共6页
以实际低C/N生活污水为研究对象,依次分别采用A^2O工艺和A^2O+BCO(生物接触氧化)工艺考察系统的脱氮除磷性能.试验在进水负荷和运行参数基本维持不变的情况下运行134d.结果表明,相对于A^2O系统,A^2O+BCO系统由于采用双污泥工艺,硝化菌... 以实际低C/N生活污水为研究对象,依次分别采用A^2O工艺和A^2O+BCO(生物接触氧化)工艺考察系统的脱氮除磷性能.试验在进水负荷和运行参数基本维持不变的情况下运行134d.结果表明,相对于A^2O系统,A^2O+BCO系统由于采用双污泥工艺,硝化菌和聚磷菌(PAOs)污泥龄分离,同时反硝化除磷"一碳两用",碳源利用率更高,TN和TP去除率分别提高了18%和28%.其次FISH试验表明,在稳定运行的A^2O+BCO工艺中,PAOs比例为22%,远远超过A^2O中7%的比例,从微生物角度证明了脱氮除磷效果好的原因. 展开更多
关键词 低碳氮比(C/N) A^2o工艺 A^2o+bco工艺 反硝化除磷 双污泥
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外加碳源类型对A^(2)/O-BCO系统脱氮除磷性能的影响 被引量:20
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作者 孙雅雯 张建华 +1 位作者 彭永臻 王淑莹 《化工学报》 EI CAS CSCD 北大核心 2018年第8期3626-3634,共9页
反硝化除磷系统可实现氮、磷的同步去除,但在处理实际低C/N污水时,常需补充碳源以解决碳源不足的问题。采用A^(2)/O-BCO(anaerobic anoxic oxic-biological contact oxidation)反硝化除磷系统,通过投加两种常用的外碳源控制进水C/N在4.... 反硝化除磷系统可实现氮、磷的同步去除,但在处理实际低C/N污水时,常需补充碳源以解决碳源不足的问题。采用A^(2)/O-BCO(anaerobic anoxic oxic-biological contact oxidation)反硝化除磷系统,通过投加两种常用的外碳源控制进水C/N在4.3左右,考察碳源类型(丙酸钠、乙酸钠)对A^(2)/O-BCO系统长期运行效果的影响,并采用批次试验进一步探究不同外加碳源条件下活性污泥的内碳源贮存和利用特性。结果表明:碳源种类的变化会改变微生物的底物贮存和利用特性,进而影响系统的脱氮除磷效果。当采用丙酸钠为外加碳源时,PO_(4) ^(3^-)P去除效果稳定在94%左右,实现了磷的高效去除,但TIN的去除率仅为70.82%;而以乙酸钠为外加碳源时,系统TIN的平均去除率可以达到74%,但磷的出水浓度出现波动现象,平均去除率仅为89.90%。碳源转化分析表明,厌氧条件下,进水丙酸钠含量增多,PHV的合成比例增加,相反,乙酸钠含量增多,PHB合成比例增多;缺氧条件下,DPAOs对PHB和PHV的降解效果与其含量相关,丙酸钠作为外碳源时,PHV的降解速率高且微生物产能效率高,因此PO_(4) ^(3^-)P吸收速率较快。此外,本文提出了不同外加碳源条件下系统的优化运行策略。 展开更多
关键词 外加碳源 反硝化除磷 A^(2)/o-bco系统 底物贮存与利用
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硝化液回流比对A^2/O-BCO工艺反硝化除磷特性的影响 被引量:24
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作者 王聪 王淑莹 +4 位作者 张淼 汪传新 薛晓飞 庞洪涛 彭永臻 《中国环境科学》 EI CAS CSCD 北大核心 2014年第11期2844-2850,共7页
以低C/N城市生活污水为处理对象,重点考察了硝化液回流比对A2/O-BCO(生物接触氧化)工艺脱氮除磷特性的影响.在A2/O反应池水力停留时间(HRT)为8h,污泥回流比为100%条件下,将硝化液回流比分别设定为100%、200%、300%和400%进行试验.结果表... 以低C/N城市生活污水为处理对象,重点考察了硝化液回流比对A2/O-BCO(生物接触氧化)工艺脱氮除磷特性的影响.在A2/O反应池水力停留时间(HRT)为8h,污泥回流比为100%条件下,将硝化液回流比分别设定为100%、200%、300%和400%进行试验.结果表明,系统在A2/O中实现了反硝化除磷,具有很好的同步氮磷的去除效果,出水COD浓度均在50mg/L以下.上述不同硝化液回流比下总氮(TN)去除率分别为48.8%、66.5%、75.6%和62.5%,总磷(TP)去除率分别为86.0%、90.3%、91.0%和95.0%.在硝化液回流比为300%时,系统平均出水TN和TP浓度分别为14.96mg/L和0.49mg/L.系统反硝化除磷量随着硝化液回流比的增大略有增加,在硝化液回流比为400%时,反硝化除磷量高达磷总去除量的98%. 展开更多
关键词 A^2/o-生物接触氧化工艺 深度脱氮除磷 反硝化除磷 硝化液回流比
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A^(2)/O-BCO系统中碳源类型对反硝化除磷及菌群结构的影响 被引量:12
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作者 范亚骏 张淼 +3 位作者 季俊杰 程吉林 吴启超 何成达 《中国环境科学》 EI CAS CSCD 北大核心 2022年第1期172-182,共11页
采用厌氧/缺氧/好氧-生物接触氧化(A^(2)/O-BCO)工艺处理低碳氮(C/N)比污水,考察单因素碳源(阶段Ⅰ:乙酸钠;阶段Ⅱ:乙酸钠+丙酸钠;阶段Ⅲ:丙酸钠)对有机物去除以及同步脱氮除磷的影响,并重点探究乙酸钠、丙酸钠混合碳源条件下内碳源(PHA... 采用厌氧/缺氧/好氧-生物接触氧化(A^(2)/O-BCO)工艺处理低碳氮(C/N)比污水,考察单因素碳源(阶段Ⅰ:乙酸钠;阶段Ⅱ:乙酸钠+丙酸钠;阶段Ⅲ:丙酸钠)对有机物去除以及同步脱氮除磷的影响,并重点探究乙酸钠、丙酸钠混合碳源条件下内碳源(PHA、Gly)的转化利用以及反硝化除磷(DPR)机理,同时通过高通量测序对比了不同阶段微生物菌群结构的演变规律.结果表明:混合碳源提高了有机物、氮、磷的同步去除效率,厌氧段内碳源转化量为226mg/h,释磷量高达30.58mg/L,DPR效率稳定在90%以上;批次试验表明反硝化聚磷菌(DPAOs)占聚磷菌(PAOs)的比例为72.42%,基本实现了DPAOs的富集;高通量测序结果表明混合碳源更有利于形成独特的OTUs菌群,PAOs(包括Accumulibacter和Acinetobacter)和DPAOs(包括Dechloromonas和Pseudomonas)总量高达29.13%(>16.18%(阶段Ⅲ)>14.34%(阶段Ⅰ)),有效促进了碳源的高效利用以及反硝化除磷效率;BCO反应器中氨氧化菌(AOB,包括Nitrosomonas和Nitrosomonadaceae)和亚硝酸盐氧化菌(NOB,以Nitrospira为主)总量从3.89%(N1)增加到23.09%(N2)、37.23%(N3),为反硝化除磷提供充足的电子受体;此外,建立了基于碳源高效利用的运行调控策略,以期为A^(2)/O-BCO工艺的推广应用提供理论参考. 展开更多
关键词 A^(2)/o-bco工艺 碳源类型 反硝化除磷 内碳源转化 高通量测序
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Anoxic Biological Phosphorus Uptake in A^2O Process 被引量:11
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作者 WANG Xiaolian(王晓莲) +3 位作者 WANG Shuying(王淑莹) PENG Yongzhen(彭永臻) 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2005年第4期516-521,共6页
A lab-scale anaerobic-anoxic-oxic (A2O) process used to treat a synthetic brewage wastewater was investigated. The objectives of the study were to identify the existence of denitrifying phosphorus removing bacteria (D... A lab-scale anaerobic-anoxic-oxic (A2O) process used to treat a synthetic brewage wastewater was investigated. The objectives of the study were to identify the existence of denitrifying phosphorus removing bacteria (DPB), evaluate the contribution of DPB to biological nutrient removal and enhance the denitrifying phosphorus removal in A2O bioreactors. Sludge analysis confirmed that the average anoxic P uptake accounted for approximately 70% the total amount of P uptake, and the ratio of anoxic P uptake rate to aerobic P uptake rate was 69%. In addition, nitrate concentration in the anoxic phase and different organic substrate introduced into the anaerobic phase had significant effect on the anoxic P uptake. Compared with conventional A2O processes, good removal efficiencies of COD, phosphorus, ammonia and total nitrogen (92.3%, 95.5%, 96% and 79.5%, respectively) could be achieved in the anoxic P uptake system, and aeration energy consumption was saved 25%. By controlling the nitrate recirculation flow in the anoxic zone, anoxic P uptake could be enhanced, which solved the competition for organic substrates among poly-P organisms and denitrifiers successfully under the COD limiting conditions. Therefore, in wastewater treatment plants the control system should be applied according to the practical situation to optimize the operation. 展开更多
关键词 A^2o process nitrogen and phosphorus removal denitrifying phosphorus removing bacteria nitrate recirculation flow
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Full-scale evaluation of reversed A^(2)/O process for removal of multiple pollutants in sewage 被引量:1
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作者 Qihang Wu Haiyan Li +6 位作者 Xiaodong Hu Yongfeng Shi Deguan Kong Yucheng Zhang Bixian Mai Dongye Zhao Jie Fu 《Chinese Chemical Letters》 SCIE CAS CSCD 2020年第10期2825-2830,共6页
This study evaluated the removal of multiple pollutants,i.e.,polybrominated diphenyl ethers(PBDEs),novel halogenated flame retardants(HFRs),sulfonamide antibiotics(SAs),and heavy metals(HMs),by a fullscale reversed A^... This study evaluated the removal of multiple pollutants,i.e.,polybrominated diphenyl ethers(PBDEs),novel halogenated flame retardants(HFRs),sulfonamide antibiotics(SAs),and heavy metals(HMs),by a fullscale reversed A^(2)/O process in a sewage treatment plant(STP)in Guangzhou,China.The reversed A^(2)/O process demonstrated high removal efficiencies(REs)for total PBDEs(60.5%±4.3%),novel HFRs(98.4%±2.8%)and HMs(70.1%±1.2%),and a relatively low RE for SAs(25.0%±2.3%).BDE 209,the dominant PBDE congener,showed a high residual concentration(13.41±5.18 ng/L)in the suspended particulate matter(SPM)of treated effluents.So me novel HFRs,dechlorane plus(DP)and decabromodiphe nyl ethane(DBDPE),were detected in the SPM of the raw sewage(7.50±4.14 ng/L and 11.52±11.65 ng/L,respectively).The removal ofSAs was mainly through biodegradation in the activated sludge bioreactors(ASBs).Ofthe HMs,Mn and Ni exhibited the lowest REs(47.5%±2.2%and 35.0%±2.6%,respectively),while Cr and Cu showed the highest removal(REs>80%).In terms of treatment units in the reversed A^(2)/O process,ASBs showed the highest RE(27.8%)for the multiple pollutants.The information can aid in our understanding of removal properties of STPs on various pollutants and evaluating the ecological/health risks of STPs as point pollutant sources. 展开更多
关键词 Polybrominated diphenyl ethers Halogenated flame retardants Sulfonamide antibiotics Heavy metals Reversed A^2/o process
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Removal of nitrogen and phosphorus in a combined A^2/O-BAF system with a short aerobic SRT 被引量:16
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作者 DING Yong-wei WANG Lin +1 位作者 WANG Bao-zhen WANG Zheng 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2006年第6期1082-1087,共6页
A bench-scale anaerobic/anoxic/aerobic process-biological aerated filter (A^2/O-BAF) combined system was carded out to treat wastewater with lower C/N and C/P ratios. The A^2/O process was operated in a short aerobi... A bench-scale anaerobic/anoxic/aerobic process-biological aerated filter (A^2/O-BAF) combined system was carded out to treat wastewater with lower C/N and C/P ratios. The A^2/O process was operated in a short aerobic sludge retention time (SRT) for organic pollutants and phosphorus removal, and denitrification. The subsequent BAF process was mainly used for nitrification. The BAF effluent was partially returned to anoxic zone of the A^2/O process to provide electron acceptors for denitrification and anoxic P uptake. This unique system formed an environment for reproducing the denitdfying phosphate-accumulating organisms (DPAOs). The ratio of DPAOs to phosphorus accumulating organisms (PAOs) could be maintained at 28% by optimizing the organic loads in the anaerobic zone and the nitrate loads into the anoxic zone in the A^2/O process. The aerobic phosphorus over-uptake and discharge of excess activated sludge was the main mechanism of phosphorus removal in the combined system. The aerobic SRT of the A^2/O process should meet the demands for the development of aerobic PAOs and the restraint on the nitrifiers growth, and the contact time in the aerobic zone of the A^2/O process should be longer than 30 min, which ensured efficient phosphorus removal in the combined system. The adequate BAF effluent return rates should be controlled with 1--4 mg/L nitrate nitrogen in the anoxic zone effluent of A^2/O process to achieve the optimal nitrogen and phosphorus removal efficiencies. 展开更多
关键词 nitrogen and phosphorus removal denitrifying phosphorus removal denitrifying phosphorus accumulating organisms (DPAos) anaerobic/anoxic/aerobic process (A^2/o biological aerated filter (BAF) aerobic sludge retention time (SRT)
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Toxicity Reduction of Municipal Wastewater by Anaerobic-anoxic-oxic Process 被引量:5
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作者 MAN-HONG HUANG YONG-MEI LI GuO-WEi GU 《Biomedical and Environmental Sciences》 SCIE CAS CSCD 2010年第6期481-486,共6页
Objective This study was conducted to optimize the operational parameters of anaerobic-anoxic-oxic (A^2/O) processes to reduce the toxicity of municipal wastewater and evaluate its ability to reduce toxicity. Method... Objective This study was conducted to optimize the operational parameters of anaerobic-anoxic-oxic (A^2/O) processes to reduce the toxicity of municipal wastewater and evaluate its ability to reduce toxicity. Methods A luminescent bacterium toxicity bioassay was employed to assess the toxicity of influent and effluent of each reactor in the A2/O system. Results The optimum operational parameters for toxicity reduction were as follows: anaerobic hydraulic retention time (HRT) = 2.8 h, anoxic HRT = 2.8 h, aerobic HRT = 6.9 h, sludge retention time (SRT) = 15 days and internal recycle ratio (IRR) = 100%. An important toxicity reduction (%) was observed in the optimized A2/O process, even when the toluene concentration of the influent was 120.7 mg·L^-1. Conclusions The toxicity of municipal wastewater was reduced significantly during the A^2/O process. A^2/O process can be used for toxicity reduction of municipal wastewater under toxic-shock loading. 展开更多
关键词 A^2/o process Municipal wastewater Toxicity reduction process optimization Toxic-shock loading
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Correlation between Martian O_(2)(a^(1)△_(g))airglow and water vapor based on SPICAM observations
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作者 Chuanhang WU Yi YU +5 位作者 Daoqi WANG Zhihua WANG Jiarui SU Kuijun WU Faquan LI Weiwei HE 《Science China Earth Sciences》 2025年第7期2281-2299,共19页
Investigation of the distribution,evolution,and interactions of atmospheric components on Mars is crucial for understanding its climate and environment.The Spectroscopy Spectrograph for the Investigation of Characteri... Investigation of the distribution,evolution,and interactions of atmospheric components on Mars is crucial for understanding its climate and environment.The Spectroscopy Spectrograph for the Investigation of Characteristics of the Atmosphere of Mars(SPICAM),an instrument on the Mars Express spacecraft launched by the European Space Agency,consists of an ultraviolet channel(118–320 nm)and a near-infrared channel(1000–1700 nm),which provides the most comprehensive vertical spectral dataset of the Martian atmosphere to date.This study analyzes the spectral data obtained from nadir observations of SPICAM's infrared channel during its first operational Martian year(January 2004 to November 2005)on the basis of the spectral theory of O_(2)molecular airglow and the radiative transfer mechanism of H2O in the atmosphere,retrieving the seasonal and global distributions of O_(2)(a^(1)△_(g))airglow intensity and H2O abundance.Results reveal a clear inverse correlation between O_(2)(a^(1)△_(g))airglow intensity and H2O abundance.This finding provides indirect evidence of an anticorrelation between O3 and H2O,given that O_(2)(a^(1)△_(g))airglow serves as a tracer for O3 photodissociation.This will contribute to a deeper understanding of Martian climatology,thereby further refining Martian photochemical models,and assisting in exploring the stability of the Martian atmosphere. 展开更多
关键词 o_(2)(a^(1)Δ_(g))airglow H_(2)o SPICAM Martian atmosphere Photochemical processes
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Effect of short-term atrazine addition on the performance of an anaerobic/anoxic/oxic process
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作者 Changyong WU Yongzhen PENG +1 位作者 Xiaoling LI Zhiqiang CHEN 《Frontiers of Environmental Science & Engineering》 SCIE EI CSCD 2010年第2期150-156,共7页
In this study,an anaerobic/anoxic/oxic(A^(2)O)wastewater treatment process was implemented to treat domestic wastewater with short-term atrazine addition.The results provided an evaluation on the effects of an acciden... In this study,an anaerobic/anoxic/oxic(A^(2)O)wastewater treatment process was implemented to treat domestic wastewater with short-term atrazine addition.The results provided an evaluation on the effects of an accidental pollution on the operation of a wastewater treatment plant(WWTP)in relation to Chemical Oxygen Demand(COD)and biological nutrient removal.Domestic wastewater with atrazine addition in 3 continuous days was treated when steady biological nutrient removal was achieved in the A^(2)O process.The concentrations of atrazine were 15,10,and 5 mg%L–1 on days 1,2 and 3,respectively.The results showed that atrazine addition did not affect the removal of COD.The specific NH4þoxidation rate and NO3–reduction rate decreased slightly due to the short-term atrazine addition.However,it did not affect the nitrogen removal due to the high nitrification and denitrification capacity of the system.Total nitrogen(TN)removal was steady,and more than 70%was removed during the period studied.The phosphorus removal rate was not affected by the short-term addition of atrazine under the applied experimental conditions.However,more poly-hydroxy-alkanoate(PHA)was generated and utilized during atrazine addition.The results of the oxygen uptake rate(OUR)showed that the respiration of nitrifiers decreased significantly,while the activity of carbon utilizers had no obvious change with the atrazine addition.Atrazine was not removed with the A^(2)O process,even via absorption by the activated sludge in the process of the short-term addition of atrazine. 展开更多
关键词 biological nutrient removal ATRAZINE anaerobic/anoxic/oxic(A^(2)o)process oxygen demand removal oxygen uptake rate(oUR)
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