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A^(2)O+MBR工艺处理低碳氮比污水的效果研究
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作者 赵杨杨 李辰星 +2 位作者 李京旭 严婉铒 张桐 《中国资源综合利用》 2024年第7期270-273,共4页
污水处理厂通常面临进水碳氮比偏低的问题,为确保出水水质达标,一般采取超量投加碳源的策略,但是这会导致运行成本上升。北京市某污水处理厂将厌氧-缺氧-好氧(Anaerobic-Anoxic-Oxic,A^(2)O)+膜生物反应器(Membrane Bio-Reactor,MBR)工... 污水处理厂通常面临进水碳氮比偏低的问题,为确保出水水质达标,一般采取超量投加碳源的策略,但是这会导致运行成本上升。北京市某污水处理厂将厌氧-缺氧-好氧(Anaerobic-Anoxic-Oxic,A^(2)O)+膜生物反应器(Membrane Bio-Reactor,MBR)工艺作为主体工艺,进水由生活污水(占30%)和工业废水(占70%)组成。该污水处理厂向缺氧池投加葡萄糖溶液作为碳源,辅助脱氮。试验分别测定进出水化学需氧量(Chemical Oxygen Demand,COD)、总氮(Total Nitrogen,TN)和反应池混合液悬浮固体(Mixed Liquid Suspended Solids,MLSS)的浓度,分析外加碳源对脱氮效果和污泥产生量的影响,并进行碳源投加前后的成本对比。研究表明,进水COD/TN小于7时,适量投加碳源有助于提升脱氮效率,而COD/TN大于7时,要优化其他环节来加强脱氮效果,以保证出水水质稳定符合相关标准。通过精细化过程控制和改变运行管理方式,污水处理厂可以有效降低运行成本,避免进行工程化改造。 展开更多
关键词 厌氧-缺氧-好氧(A^(2)o) 膜生物反应器(MBR) 污水处理 低碳氮比 脱氮 外加碳源
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改进型A^(2)O+MBR工艺在污染地表水处理中的应用
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作者 周文磊 《中国资源综合利用》 2024年第10期275-277,共3页
南方某园区受污染地表水存在化学需氧量(Chemical Oxygen Demand,COD)和总氮超标等问题,对下游城市河道水环境质量造成影响。结合受污染水质情况,工程采用改进型厌氧-缺氧-好氧(Anaerobic-Anoxic-Oxic,A^(2)O)与膜生物反应器(Membrane B... 南方某园区受污染地表水存在化学需氧量(Chemical Oxygen Demand,COD)和总氮超标等问题,对下游城市河道水环境质量造成影响。结合受污染水质情况,工程采用改进型厌氧-缺氧-好氧(Anaerobic-Anoxic-Oxic,A^(2)O)与膜生物反应器(Membrane Bio-Reactor,MBR)相结合处理工艺,强化脱氮和难降解有机物处理,出水指标稳定达到《地表水环境质量标准》(GB 3838—2002)Ⅳ类标准,详细介绍了该组合工艺的处理流程、主要构筑物及配套设备设计参数,为修复受损水体工程提供参考。 展开更多
关键词 改进型厌氧-缺氧-好氧(A^(2)o) 膜生物反应器(MBR) 地表水Ⅳ类标准
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Anoxic Biological Phosphorus Uptake in A^2O Process 被引量:10
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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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Removal of nitrogen and phosphorus in a combined A^2/O-BAF system with a short aerobic SRT 被引量:15
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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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STUDY OF PREPARATION AND PROPERTY OF YBa_2Cu_3O_(7-δ)-Ag_x COMPOSITE SUPERCONDUCTORS PREPARED BY SOL-GEL PROCESS
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作者 袁启华 唐福龙 +1 位作者 佟钰 袁润章 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 1996年第1期47-51,共5页
YBa2Cu3O7-δ-Agx composite superconductors were prepared by hybrid sintering process using YBa2Cu3O7-δ-Agx ultrafine powder and Ag2O finepower, which were prepared by sol-gel process and precipitation process respect... YBa2Cu3O7-δ-Agx composite superconductors were prepared by hybrid sintering process using YBa2Cu3O7-δ-Agx ultrafine powder and Ag2O finepower, which were prepared by sol-gel process and precipitation process respectively. The effect of the Ag content on superconducting crictical transition temperature of YBa2Cu3O7-δ-Agx was not evident as long as YBa2Cu3O7-δ-Agx can form continuous network. But Ag can increase superconduction crictical current and density of the composite superconductors. The normal state (i.e. non-superconducting state at room temperature) resistivity shows a percolation threshold at 20%-30% Ag, whereas the superconducting net-work shows a percolationthreshold at 70% -80% Ag. 展开更多
关键词 YBa2Cu3o7-δ-Agx superconductors sol-gel process.
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A^2O工艺处理生活污水反硝化除磷研究 被引量:9
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作者 曾薇 李磊 +2 位作者 杨莹莹 张悦 王淑莹 《北京工业大学学报》 EI CAS CSCD 北大核心 2011年第9期1407-1415,共9页
采用A2O工艺处理低ρ(C)/ρ(N)实际生活污水,研究其脱氮除磷性能和反硝化除磷特性.试验结果表明:处理低ρ(C)/ρ(N)实际生活污水时,在不设置预缺氧区、无外加碳源的情况下,A2O工艺的脱氮除磷能力受到严重影响,出水ρ(NO3--N)高达35 mg/L... 采用A2O工艺处理低ρ(C)/ρ(N)实际生活污水,研究其脱氮除磷性能和反硝化除磷特性.试验结果表明:处理低ρ(C)/ρ(N)实际生活污水时,在不设置预缺氧区、无外加碳源的情况下,A2O工艺的脱氮除磷能力受到严重影响,出水ρ(NO3--N)高达35 mg/L,TN平均去除率仅为47.1%;此时A2O工艺除磷能力较差,缺氧段有释磷现象的发生.当设置预缺氧区后,A2O工艺的脱氮除磷能力明显提高,TN平均去除率可达60.7%,PO43--P平均去除率为55.9%;此时系统存在反硝化除磷现象,缺氧段除磷率为31.4%~46.9%.在设置预缺氧区的基础上,通过外加碳源,提高进水ρ(C)/ρ(N),可进一步提高系统的脱氮除磷能力,TN平均去除率可达74.4%,出水ρ(PO34--P)小于0.5 mg/L,缺氧段除磷率高达66.2%~90.9%.同时研究了外加碳源情况下污泥内PHA成分、含量及糖原含量在A2O系统内的沿程变化趋势.经过驯化、富集,反硝化聚磷菌相对于全部聚磷菌的代谢活性从31.1%提高到74.7%.A2O工艺反硝化除磷能力的增强,提高了碳源的利用效率. 展开更多
关键词 A^2o工艺 脱氮除磷 反硝化除磷 生活污水 -β-羟基烷酸酯(PHA) 糖原
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A^2/O工艺污水处理厂运行参数优化的数值模拟 被引量:5
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作者 陈昆柏 宋英琦 +1 位作者 孙培德 曹荣华 《环境科学学报》 CAS CSCD 北大核心 2008年第4期804-809,共6页
为了确定活性污泥系统A2/O工艺的最佳运行工况,将FCASM2-HYDRO模型应用于德清狮山污水处理厂A2/O工艺污水处理过程的数值模拟中.根据FCASM2-HYDRO模型分别建立了厌氧池、缺氧池、好氧池的数值模拟方程.采用有限元法求解,并使用MATLAB语... 为了确定活性污泥系统A2/O工艺的最佳运行工况,将FCASM2-HYDRO模型应用于德清狮山污水处理厂A2/O工艺污水处理过程的数值模拟中.根据FCASM2-HYDRO模型分别建立了厌氧池、缺氧池、好氧池的数值模拟方程.采用有限元法求解,并使用MATLAB语言建立一套数值模拟程序,利用数值模拟程序分别模拟了工艺参数条件、流量、进水碳氮磷比对德清狮山污水处理厂污水处理效果的影响.由数值模拟结果得到了该厂目前最佳的运行工况:污泥回流比为50%,混合液回流比为100%,泥龄为15d,进水COD∶NH4+-N∶PO43-P比控制为100∶8∶1. 展开更多
关键词 A^2/o工艺 活性污泥 生物-水力耦合模型 污水处理厂 数值模拟 工艺参数优化
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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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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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改良A^2-/O处理工艺活性污泥细菌培养
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作者 石胜宇 《今日财富》 2010年第4期150-150,共1页
论述了新建城市污水处理厂改良A^2-/O处理工艺活性污泥细菌培养过程。
关键词 改良A^2-/o工艺 活性污泥细菌培养 微生物 镜检
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北湖污水厂改良A^(2)/O膜生物池混合液回流系统优化 被引量:1
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作者 孙巍 《中国给水排水》 CAS CSCD 北大核心 2022年第10期70-73,共4页
北湖污水处理厂有40×10^(4) m^(3)/d规模的污水采用高浓度改良A^(2)/O生物池+MBR组合工艺处理。为充分发挥其污泥浓度高、节省占地、出水水质好、自动化程度高的优点,消除其受混合液回流方式限制引发回流条件不好而导致生物脱氮除... 北湖污水处理厂有40×10^(4) m^(3)/d规模的污水采用高浓度改良A^(2)/O生物池+MBR组合工艺处理。为充分发挥其污泥浓度高、节省占地、出水水质好、自动化程度高的优点,消除其受混合液回流方式限制引发回流条件不好而导致生物脱氮除磷效果差的弊端,该工程提出一种混合液回流系统的优化设计方案,即采用改良A^(2)/O生物池混合液导流/分流装置。该装置由分流导流板系统、混合液导入系统及混合液导出系统组成,通过对导入及导出点所在的同一平面位置进行竖向分隔,形成两个相对独立的空间,在不同高度空间内实现不同分区之间的混合液导入与导出,从而构建出高效的混合液回流系统。该解决方案构思巧妙,简单易行,可广泛应用于各种具有推流结构形式、同步脱氮除磷及多级回流需求的生物池中,例如UCT工艺、VIP工艺、A^(2)/O及其各种变形工艺。该装置可节约能耗,提高生物脱氮除磷效果,北湖污水厂混合液回流能耗为0.0017 kW·h/m^(3),节能50%~85%,平均脱氮率为73%,最高达93%。 展开更多
关键词 A^(2)/o生物池 -生物反应器 高浓度混合液回流 分流导流板 强化生物脱氮除磷
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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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基于不同测序技术的微生物群落结构比较 被引量:1
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作者 黄纷 岳正波 +2 位作者 李玉龙 谭娟 王进 《合肥工业大学学报(自然科学版)》 CAS 北大核心 2020年第12期1676-1683,共8页
文章分别采用变性梯度凝胶电泳(denaturing gradient gel electrophoresis,DGGE)、克隆文库(clone library,CL)及16S rRNA高通量测序(high-throughput sequencing,HS)技术,分析厌氧-缺氧-好氧(anaerobic-anoxic-oxic,A 2/O)反应器稳定... 文章分别采用变性梯度凝胶电泳(denaturing gradient gel electrophoresis,DGGE)、克隆文库(clone library,CL)及16S rRNA高通量测序(high-throughput sequencing,HS)技术,分析厌氧-缺氧-好氧(anaerobic-anoxic-oxic,A 2/O)反应器稳定运行期间各个反应器内微生物群落结构多样性,评价3种测序技术在具体应用中的特色及其局限性。结果表明:对于厌氧反应器古菌分析,HS比DGGE和CL分别多检测出50.00%、83.00%,而在细菌分析中,HS比DGGE和CL分别多检测出21.42%、50.00%;对于缺氧反应器和好氧反应器中细菌的群落结构分析,3种方法测得的微生物种类差别不大。CL操作简单,适用于样品量少的情况;DGGE能直观地反映微生物群落的变化情况,但1次最多分析32个样品;而在分类水平低时,CL和DGGE会低估样品中微生物物种组成,高估相对丰度。 展开更多
关键词 高通量测序(HS) 变性梯度凝胶电泳(DGGE) 克隆文库(CL) 厌氧-缺氧-好氧(A^2/o)反应器 微生物群落
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