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Biological sulfate removal from acrylic fiber manufacturing wastewater using a two-stage UASB reactor 被引量:11
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作者 Jin Li Jun Wang Zhaokun Luan Zhongguang Ji Lian Yu 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2012年第2期343-350,共8页
A two-stage UASB reactor was employed to remove sulfate from acrylic fiber manufacturing wastewater.Mesophilic operation(35±0.5℃) was performed with hydraulic retention time(HRT) varied between 28 and 40 hr.... A two-stage UASB reactor was employed to remove sulfate from acrylic fiber manufacturing wastewater.Mesophilic operation(35±0.5℃) was performed with hydraulic retention time(HRT) varied between 28 and 40 hr.Mixed liquor suspended solids(MLSS) in the reactor was maintained about 8000 mg/L.The results indicated that sulfate removal was enhanced with increasing the ratio of COD/SO24-.At low COD/SO42-,the growth of the sulfate-reducing bacteria(SRB) was carbon-limited.The optimal sulfate removal efficiencies were 75% when the HRT was no less than 38 hr.Sulfidogenesis mainly happened in the sulfate-reducing stage,while methanogenesis in the methane-producing stage.Microbes in sulfate-reducing stage performed granulation better than that in methaneproducing stage.Higher extracellular polymeric substances(EPS) content in sulfate-reducing stage helped to adhere and connect the flocculent sludge particles together.SRB accounted for about 31% both in sulfate-reducing stage and methane-producing stage at COD/SO42-ratio of 0.5,while it dropped dramatically from 34% in sulfate-reducing stage to 10% in methane-producing stage corresponding to the COD/SO42-ratio of 4.7.SRB and MPA were predominant in sulfate-reducing stage and methane-producing stage respectively. 展开更多
关键词 a two-stage uasb reactor sulfidogenesis GRANULE fluorescence in situ hybridization(FISH)
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Conversion regular patterns of acetic acid,propionic acid and butyric acid in UASB reactor 被引量:6
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作者 LIUMin RENNan-qi +2 位作者 CHENYing ZHUWen-fang DINGJie 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2004年第3期387-391,共5页
On the basis of continuous tests and batch tests, conversion regular patterns of acetate, propionate and butyrate in activated sludge at different heights of the UASB reactor were conducted. Results indicated that the... On the basis of continuous tests and batch tests, conversion regular patterns of acetate, propionate and butyrate in activated sludge at different heights of the UASB reactor were conducted. Results indicated that the conversion capacity of the microbe is decided by the substrate characteristic when sole VFA is used as the only substrate. But when mixed substrates are used,the conversion regulations would have changed accordingly. Relationships of different substrates vary according to their locations. In the whole reactor, propionate's conversion is restrained by acetate and butyrate of high concentration. On the top and at the bottom of the reactor, conversion of acetate, but butyrate, is restrained by propionate. And in the midst, acetate's conversion is accelerated by propionate while that of butyrate is restrained. It is proved, based on the analysis of specific conversion rate, that the space distribution of the microbe is the main factor that affects substrates' conversion. The ethanol type fermentation of the acidogenic phase is the optimal acid type fermentation for the two phase anaerobic process. 展开更多
关键词 conversion regular pattern VFAs specific conversion rate uasb reactor
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Population dynamics on anaerobic sludge granulation in UASB reactors
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《Journal of Environmental Sciences》 SCIE EI CAS CSCD 1993年第3期323-335,共13页
Three UASB reactors were operated to investigate the population dynamics of anaerobic sludge granulation. It is found that the increase of bacterial population relates to the bacterial status in anaerobic food chain a... Three UASB reactors were operated to investigate the population dynamics of anaerobic sludge granulation. It is found that the increase of bacterial population relates to the bacterial status in anaerobic food chain and relates to sludge organic loading rates. In order to form granular sludge, it is necessary to have sufficient amount of different groups of bacteria in the sludge. In our experiment, the population of fermentative bacteria, propionate degraders, butyrate degraders and methanogens is about 107-8, 105-7, 105-7 and 105-7 cells/ml respectively at the appearance of granular sludge. Filamentous methanogenic bacteria are found to be the important species in sludge granulation. Based on the results obtained, a descriptive model is proposed to describe the microbial characteristics of granulation. 展开更多
关键词 uasb reactor granular sludge sludge granulation.
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Application of UASB Reactor in Leachate Treatment of Beijing Asuwei Waste Sanitary Landfill Site 被引量:1
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作者 Du Wei Lu Xufei +4 位作者 Zhang Qingxi Zhu Jiagen Wang Jin’an Zhang Weijun Wang Chengjun 《Meteorological and Environmental Research》 CAS 2017年第1期36-37,41,共3页
The UASB reactor was used to reconstruct leachate treatment project of Beijing Asuwei Waste Sanitary Landfill Site,and the commissioning with the UASB reactor was executed.Water quality indicators were determined in t... The UASB reactor was used to reconstruct leachate treatment project of Beijing Asuwei Waste Sanitary Landfill Site,and the commissioning with the UASB reactor was executed.Water quality indicators were determined in the debugging process,and the results showed that the VFA content in the anaerobic tank was controlled within 600 mg/L,which indicated that the water quality did not have the acidified phenomenon.The COD removal efficiency was 50%approximately and NH_3-N concentration showed as light decline when operation stability in anaerobic system. 展开更多
关键词 WASTE LEACHATE treatment uasb reactor DEBUGGING process COD removal rate China
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Economic Analysis of a Large UASB Reactor Producing Biogas from Baggase Wash Water
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作者 V. K. Jain Surinder S. Sambi +1 位作者 Surendra Kumar   Shashi 《Journal of Sustainable Bioenergy Systems》 2014年第1期68-74,共7页
This paper concerns with the treatment of bagasse wash water, which is generated after washing the stored bagasse before its use in the paper manufacture. The bagasse wash water, treated earlier in open lagoons, is no... This paper concerns with the treatment of bagasse wash water, which is generated after washing the stored bagasse before its use in the paper manufacture. The bagasse wash water, treated earlier in open lagoons, is now treated by the anaerobic process using UASB reactor. This study, based upon an operating unit, shows that the UASB reactor reduces COD of wash water by 85% - 90%, and results in significant emission reductions. Economic analysis carried out by using financial indicators such as DSCR, Payback period and IRR reveals very attractive rate of returns and thus, greatly reduces the risks in financing such projects by the financial institutions. 展开更多
关键词 uasb reactor BAGASSE WASH Water BIOGAS ECONOMIC Analysis
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UASB厌氧氨氧化反应器的快速启动及微生物群落结构分析 被引量:1
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作者 宋东杰 赵龙 +3 位作者 杨柯 关泽康 郑亚卿 马娟 《水处理技术》 北大核心 2025年第2期122-127,共6页
基于厌氧氨氧化工艺中AnAOB生长缓慢、难富集导致启动缓慢的主要问题,本研究以活性污泥和厌氧颗粒污泥(1:2)为接种污泥,投加聚氨酯泡沫作为填料启动UASB反应器,考察了启动过程中反应器的脱氮性能、污泥外观及微生物群落结构的变化情况... 基于厌氧氨氧化工艺中AnAOB生长缓慢、难富集导致启动缓慢的主要问题,本研究以活性污泥和厌氧颗粒污泥(1:2)为接种污泥,投加聚氨酯泡沫作为填料启动UASB反应器,考察了启动过程中反应器的脱氮性能、污泥外观及微生物群落结构的变化情况。结果表明,135 d后反应器对NH_(4)^(+)-N和NO_(2)^(-)-N的去除率分别达到90%和85%以上,总氮去除率达到80%,NO_(2)^(-)-N_(t)/NH_(4)^(+)-N_(t)和NO_(3)^(-)-Np/NH_(4)^(+)-N_(r)趋势均逐渐稳定且接近理论值1.32和0.26,系统的脱氮性能良好。此外,经过160 d的培养,接种的混合污泥也从最初的黑色最终转变为砖红色。高通量测序结果表明,浮霉菌门的丰度从最初的0.08%增长到6.06%,Candidatus Kuenenia属丰度由0.09%增长至1.73%,Candidatus Brocadia属丰度由0.02%增长至1.25%,进一步证明UASB厌氧氨氧化反应器的成功启动。 展开更多
关键词 厌氧氨氧化 uasb反应器 生物脱氮 快速启动 微生物群落
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预处理+UASB+两级AO+MBR工艺处理垃圾转运中心废水
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作者 任丽 《中国资源综合利用》 2025年第8期261-264,280,共5页
以某垃圾中转站废水处理为研究对象,介绍处理工艺、设计参数及运行效果。废水处理量为100 m^(3)/d。其化学需氧量(Chemical Oxygen Demand,COD)高,总氮(Total Nitrogen,TN)浓度高,含重金属和动植物油脂等杂质。采用“预处理+升流式厌氧... 以某垃圾中转站废水处理为研究对象,介绍处理工艺、设计参数及运行效果。废水处理量为100 m^(3)/d。其化学需氧量(Chemical Oxygen Demand,COD)高,总氮(Total Nitrogen,TN)浓度高,含重金属和动植物油脂等杂质。采用“预处理+升流式厌氧污泥床(Upflow Anaerobic Sludge Bed,UASB)+两级厌氧好氧(Anaerobic Oxic,AO)+膜生物反应器(Membrane Bio-Reactor,MBR)”的处理工艺,出水符合《污水排入城镇下水道水质标准》(GB/T 31962—2015)的一级B标准,吨水费用为33.671元。该工艺具有较好的技术经济性。 展开更多
关键词 垃圾转运中心 废水处理 升流式厌氧污泥床(uasb) 二级厌氧好氧(AO) 膜生物反应器(MBR)
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Formation process and properties of hydrogen-producing granular sludge in UASB reactor 被引量:1
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作者 Lili Yin Shuang Liu +3 位作者 Mengyi Wang Wencong Ju Donghui Wei Wenzhe Li 《International Journal of Agricultural and Biological Engineering》 SCIE EI CAS 2018年第5期224-229,共6页
The granular sludge of microbial fermentation systems includes various biomass-degrading enzymes and different microflora,which have significant impacts on the degradation of biomass and the stability of the system.An... The granular sludge of microbial fermentation systems includes various biomass-degrading enzymes and different microflora,which have significant impacts on the degradation of biomass and the stability of the system.An up-flow anaerobic sludge blanket(UASB)reactor was used to grow hydrogen-producing granular sludge.The results showed that the formation of the granular sludge underwent four stages,i.e.,flocculation of the sludge,formation of the flocculent sludge,swelling of the flocculent sludge,and formation of the granular sludge.The formed granular sludge mostly had regular spherical and ellipsoidal shapes with a fractal dimension of 2.08±0.4;the settling velocities were 0.84 cm/s to 1.96 cm/s in water,the porosity was 0.67-0.95.The shear sensitivity(Kss)of the granular sludge was 0.1152.The granular sludge had a culture cycle of approximately 70 d and a hydrogen yield of 1.09 mol H2/mol glucose. 展开更多
关键词 anaerobic fermentation uasb reactor granular sludge HYDROGEN
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Impact of roxarsone on the UASB reactor performance and its degradation 被引量:1
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作者 Mengchuan Shui Feng Ji +4 位作者 Rui Tang Shoujun Yuan Xinmin Zhan Wei Wang Zhenhu Hu 《Frontiers of Environmental Science & Engineering》 SCIE EI CAS CSCD 2016年第6期149-157,共9页
Roxarsone (3-nitro-4-hydroxyphenylarsonic acid, ROX) has been widely used for decades as an organoarsenic feed additive to control intestinal parasites and improve feed efficiency in animal production. However, most... Roxarsone (3-nitro-4-hydroxyphenylarsonic acid, ROX) has been widely used for decades as an organoarsenic feed additive to control intestinal parasites and improve feed efficiency in animal production. However, most of the ROX is excreted into the manure, causing arsenic contamination in wastewater. The arsenic compounds are toxic to microorganisms, but the influence of continuous ROX loading on upflow anaerobic sludge blanket (UASB) reactor is still unknown. In this study, the impact of ROX and its degradation products on the performance of the UASB reactor and the degradation and speciation of ROX in the reactor were investigated. The UASB reactor (hydraulic retention time: 1.75 d) was operated using synthetic wastewater supplemented with ROX for a period of 260 days. With continuous ROX addition at 25.0 mg.L-1, severe inhibition to methanogenic activity occurred after 87 days operation accompanied with an accumulation of volatile fatty acids (VFAs) and a decline in pH. The decrease of added ROX concentration to 13.2 mg.L-1 did not mediate the inhibition. As(III), As (V), MMA(V), DMA(V), HAPA and an unknown arsenic compound were detected in the reactor, and a possible biotransformation pathway of ROX was proposed. Mass balance analysis of arsenic indicated that 60%-70% of the arsenic was discharged into the effluent, and 30%-40% was precipitated in the reactor. The results from this study suggest that we need to pay attention to the stability in the UASB reactors treating organoarsenic-contaminated manure and wastewater, and the effluent and sludge from the reactor tO avoid diffusion of arsenic contamination. 展开更多
关键词 Anaerobic digestion Anaerobic granular sludge (AGS) Arsenic species Impact Roxarsone (ROX) uasb reactor
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Enhancing synthetic vinasse treatment efficiency using an integrated UASB-Modified Bardenpho Process
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作者 Afsaneh Mazaheri Mohamad Reza Doosti Mohammad javad Zoqi 《Bioresources and Bioprocessing》 2024年第1期1431-1446,共16页
Vinasse poses considerable environmental problems due to its complex composition of organic matter,minerals,and toxic compounds.If discharged into the environment without treatment,it can cause adverse impacts on ecos... Vinasse poses considerable environmental problems due to its complex composition of organic matter,minerals,and toxic compounds.If discharged into the environment without treatment,it can cause adverse impacts on ecosystems.This research investigated the effectiveness of an integrated treatment system involving an upflow anaerobic sludge blanket(UASB)reactor and the modified Bardenpho process(MBP)for purifying synthetic vinasse.The study lasted for 167 days,during which the integrated UASB-MBP system processed untreated synthetic vinasse with organic loading rates(OLR)ranging from 1.6 to 12.5 kgCOD/m3 day.The UASB-MBP system impressively achieved a COD removal efficiency of 99.41%.Removal efficiencies of approximately 98.14,99.91,and 99.63%were also achieved for total nitrogen(TN),total phosphorus(TP)and total ammonium(NH4+-N),respectively.The final discharge was 51.06 mg/L.The concentrations of NH4+-N and TN in the outflow of the settlement tank were 0.8-1.2 mg/L and 5.1-7.9 mg/L,respectively.Optimal performance was achieved when the HRT and nitrate recycle ratio were 15.5 h and 200%,respectively.The temperature was kept in the mesophilic range(33-35°C)during the experiments.These results underscores the potential of the integrated UASB reactor and modified Bardenpho process to provide an effective and eco-friendly approach for concurrent removal of COD and nutrients from vinasse treatment,offering broad prospects for implementation in wastewater treatment. 展开更多
关键词 Wastewater treatment VINASSE Anaerobic treatment uasb reactor Modified Bardenpho processes
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UASB和MBR组合工艺处理生活垃圾焚烧发电厂渗滤液的研究
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作者 张灏 《中国资源综合利用》 2024年第2期198-201,共4页
上升式厌氧污泥床(Upward Anaerobic Sludge Bed,UASB)和膜生物反应器(Membrane Bio-Reactor,MBR)是目前较为流行的渗滤液处理技术,其组合工艺可有效处理渗滤液。生活垃圾焚烧发电厂可以综合运用两种技术,提升渗滤液处理能力,降低渗滤... 上升式厌氧污泥床(Upward Anaerobic Sludge Bed,UASB)和膜生物反应器(Membrane Bio-Reactor,MBR)是目前较为流行的渗滤液处理技术,其组合工艺可有效处理渗滤液。生活垃圾焚烧发电厂可以综合运用两种技术,提升渗滤液处理能力,降低渗滤液对环境的危害。本文结合生活垃圾焚烧发电厂渗滤液产生量与设计进出水水质,设计渗滤液处理工艺,确定关键构筑物和设备参数,然后开展应用案例分析,验证渗滤液处理效果。经现场测试,UASB和MBR组合工艺可有效降低渗滤液的氨氮浓度,明显改善出水水质。 展开更多
关键词 上升式厌氧污泥床(uasb) 膜生物反应器(MBR) 组合工艺 生活垃圾焚烧发电厂 渗滤液 处理
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UASB反应器中颗粒污泥的沉降性能与终端沉降速度 被引量:26
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作者 刘永红 贺延龄 +1 位作者 李耀中 杨树成 《环境科学学报》 CAS CSCD 北大核心 2005年第2期176-179,共4页
从流体力学角度,通过建立沉降速度模型探讨了UASB反应器中颗粒污泥的沉降性能与终端沉降速度.计算结果表明,(1)绝大多数颗粒污泥的沉降过程属于过渡区(1<Re<100)而非层流区,其沉降速度与直径成正比,可用Allen公式进行计算;(2)颗... 从流体力学角度,通过建立沉降速度模型探讨了UASB反应器中颗粒污泥的沉降性能与终端沉降速度.计算结果表明,(1)绝大多数颗粒污泥的沉降过程属于过渡区(1<Re<100)而非层流区,其沉降速度与直径成正比,可用Allen公式进行计算;(2)颗粒污泥的终端沉降速度远高于厌氧反应器中废水的上流速度,其良好的沉降性能解决了在高负荷情况下污泥的流失问题.所建模型能较好地反映实际条件下的情况,为厌氧反应器的工艺设计与正常运行提供理论依据. 展开更多
关键词 颗粒污泥 uasb反应器 沉降性能 厌氧反应器 废水 沉降速度 高负荷 沉降过程 正常运行 计算结果
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UASB处理高浓度硫酸盐废水启动过程污泥特性变化 被引量:15
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作者 杨丽平 郑小红 +3 位作者 罗慧东 曾国驱 许玫英 孙国萍 《环境科学》 EI CAS CSCD 北大核心 2009年第12期3630-3638,共9页
跟踪比较一套处理高浓度硫酸盐污水的UASB反应器从启动驯化到稳定运行的243 d内污泥特性的变化.结果显示颗粒污泥的形成与生物活性直接影响反应器的处理效率.反应器启动初期颗粒污泥的平均粒径由种泥的1.82 mm减少至0.99mm;随着负荷增... 跟踪比较一套处理高浓度硫酸盐污水的UASB反应器从启动驯化到稳定运行的243 d内污泥特性的变化.结果显示颗粒污泥的形成与生物活性直接影响反应器的处理效率.反应器启动初期颗粒污泥的平均粒径由种泥的1.82 mm减少至0.99mm;随着负荷增加、水力停留时间缩短,颗粒污泥平均粒径呈逐步增长趋势.采用N2吹脱反应器内产生的H2S,N2流量为60mL·min^-1时,颗粒污泥的平均粒径快速增长至1.51 mm;N2流量为100 mL·min^-1时,颗粒污泥平均粒径呈现下降趋势;N2连续吹脱使得反应器内不同高度污泥的平均粒径趋于接近.污泥中活性微生物的量(MLVSS)在启动初期先降后升,升至33.59g·L^-1之后平稳增长到49.72g·L^-1,活性污泥中微生物所占悬浮固体量的比例(MLVSS/MLSS)也呈相同的变化趋势,先下降后升至0.36之后平稳升至0.50;相关性分析表明,反应器硫酸盐还原效率与MLVSS呈显著正相关(r=0.918,p=0.003),驯化过程中SO4^2-还原效率为30%-95%.电镜分析表明,接种时颗粒污泥表面粗糙,结构松散,多为丝状菌、杆菌、球菌;驯化后颗粒污泥表面光滑内部微生物结构紧密,菌群密集,多为弧菌、杆菌.硫酸盐还原反应器驯化过程中负荷、水力停留时间、反应器内水力上升流速、以及N2吹脱强度和时间都影响颗粒污泥粒径的变化;污泥中菌群组成的变化也可能是影响颗粒污泥粒径变化因素之一. 展开更多
关键词 uasb反应器 硫酸盐 污泥特性 N2吹脱
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UASB反应器中影响污泥颗粒化的工程因素 被引量:15
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作者 郭养浩 孟春 +3 位作者 石贤爱 邱宏端 陈剑峰 吴陵 《生物工程学报》 CAS CSCD 北大核心 1997年第1期76-82,共7页
研究了具有不同微生物群系的接种污泥、流动方式和流速对上流式厌氧污泥床(UASB)反应器中活性污泥粒化的影响。颗粒化过程包括:微生物絮凝体的形成、亚核的形成,亚核增长和颗粒成熟四个阶段。微絮凝体的形成取决于酸化菌的作用... 研究了具有不同微生物群系的接种污泥、流动方式和流速对上流式厌氧污泥床(UASB)反应器中活性污泥粒化的影响。颗粒化过程包括:微生物絮凝体的形成、亚核的形成,亚核增长和颗粒成熟四个阶段。微絮凝体的形成取决于酸化菌的作用。流体的动量传递和流体对悬浮物的剪切作用是影响亚核形成的关键性工程因素。为此提出最低流速概念,即形成污泥膨胀床的最低流速。合适的进料速率、污泥负荷。 展开更多
关键词 上流式 厌氧污泥床 反应器 污泥颗粒化 废水处理
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厌氧氨氧化工艺在UASB反应器中的启动运行研究 被引量:35
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作者 左剑恶 杨洋 +1 位作者 蒙爱红 有沈平 《上海环境科学》 CAS CSSCI CSCD 北大核心 2003年第10期665-669,共5页
利用UASB反应器进行了厌氧氨氧化工艺的启动运行研究。以自配高氮低碳废水为进水,普通厌氧污泥为接种污泥,在温度35℃,pH7.5~8.0的条件下连续运行220d,成功实现了厌氧氨氧化工艺的启动,氨氮容积负荷为0.43kg/(m^3·d)时,氨氮的去... 利用UASB反应器进行了厌氧氨氧化工艺的启动运行研究。以自配高氮低碳废水为进水,普通厌氧污泥为接种污泥,在温度35℃,pH7.5~8.0的条件下连续运行220d,成功实现了厌氧氨氧化工艺的启动,氨氮容积负荷为0.43kg/(m^3·d)时,氨氮的去除率最高达88.3%,扫描电镜的观察结果表明,厌氧氨氧化污泥中的细菌以形状不规则的短杆菌为主。 展开更多
关键词 厌氧氨氧化工艺 uasb反应器 温度 污泥 负荷 氨氮 短杆菌 啤酒废水 废水处理
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进水浓度对UASB颗粒污泥形成的影响研究 被引量:10
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作者 竺建荣 夏晓红 +1 位作者 胡纪萃 顾夏声 《环境科学》 EI CAS CSSCI CSCD 北大核心 1992年第6期33-38,共6页
采用人工葡萄糖配水,在相同的操作条件下,研究了进水浓度对UASB反应器颗粒污泥形成的影响。试验结果表明,9000mg/L COD的高浓度进水能够培养出良好的颗粒污泥,颗粒直径1.0—2.5mm(大多为2.0mm),SVI 16.03 ml/g,沉降性能良好.颗粒化过程... 采用人工葡萄糖配水,在相同的操作条件下,研究了进水浓度对UASB反应器颗粒污泥形成的影响。试验结果表明,9000mg/L COD的高浓度进水能够培养出良好的颗粒污泥,颗粒直径1.0—2.5mm(大多为2.0mm),SVI 16.03 ml/g,沉降性能良好.颗粒化过程在二个多月的试验周期内基本完成。反应器容积负荷达30.8kg COD/m^3·d,COD去除率大于85%.而采用1000mg/L COD的低浓度进水,也能培养出颗粒污泥但过程较慢,颗粒直径较小,约0.5—1.5mm,反应器容积负荷最高为10.2kg COD/m^3·d,COD去除率约75%。本文还就处理实际废水时的操作控制技术进行了分析讨论。 展开更多
关键词 反应器 污泥 颗粒化 COD 厌氧处理
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UASB反应器处理酒精废液颗粒污泥形成过程的研究 被引量:19
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作者 陈玉谷 李艳 +2 位作者 王庭放 万秀林 张云昭 《环境科学学报》 CAS CSSCI CSCD 北大核心 1994年第1期113-118,共6页
采用中温(351℃)UASB反应器处理酒精废液,通过启动、运行,成功地培养出了颗粒污泥,取得了良好的处理效果。试验在运行的不同时间对反应器污泥中不同营养类群细菌进行了分类计数;分析了颗粒污泥形成中细菌数量的变化规律;... 采用中温(351℃)UASB反应器处理酒精废液,通过启动、运行,成功地培养出了颗粒污泥,取得了良好的处理效果。试验在运行的不同时间对反应器污泥中不同营养类群细菌进行了分类计数;分析了颗粒污泥形成中细菌数量的变化规律;并通过扫描电镜观察了颗粒污泥的表面情况. 展开更多
关键词 酒精废液 颗粒污泥 uasb反应器
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UASB反应器培养厌氧氨氧化菌的试验研究 被引量:8
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作者 彭绪亚 李治阳 +2 位作者 王璐 何清明 洪俊华 《中国给水排水》 CAS CSCD 北大核心 2011年第11期20-24,共5页
于UASB反应器中接种不同浓度的厌氧污泥来培养厌氧氨氧化菌,为深度处理低C/N值的畜禽粪尿提供厌氧氨氧化污泥。结果表明,低污泥浓度的1号反应器经过130 d的运行,在进水氨氮和亚硝态氮浓度均为150 mg/L、TN负荷为0.36 kg/(m3.d)的条件下,... 于UASB反应器中接种不同浓度的厌氧污泥来培养厌氧氨氧化菌,为深度处理低C/N值的畜禽粪尿提供厌氧氨氧化污泥。结果表明,低污泥浓度的1号反应器经过130 d的运行,在进水氨氮和亚硝态氮浓度均为150 mg/L、TN负荷为0.36 kg/(m3.d)的条件下,对TN的去除率在80%以上;高污泥浓度的2号反应器经过200 d的运行,在进水氨氮和亚硝态氮浓度均为340mg/L及TN负荷为0.80 kg/(m3.d)的条件下,对TN的去除率为75%~85%。在稳定运行期1号和2号反应器去除的NH4+-N和NO2--N量与NO3--N生成量之比分别为1∶(1.1~1.2)∶(0.25~0.45)和1∶(1.1~1.2)∶(0.30~0.40),出水pH值大于进水的。可见,接种污泥浓度高的反应器的抗冲击负荷能力强,更有利于厌氧氨氧化污泥的培养。 展开更多
关键词 厌氧氨氧化 uasb反应器 脱氮 扫描电镜
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UASB反应器处理淀粉废水试验研究 被引量:20
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作者 张振家 王太平 +1 位作者 张虹 张扬 《工业水处理》 CAS CSCD 2002年第1期28-30,共3页
利用UASB反应器中温条件下处理高浓度淀粉废水 ,在COD容积负荷保持在 10kg/ (m3 ·d)时 ,COD去除率可达到 90 %以上。试验结果还充分证明 。
关键词 试验研究 uasb反应器 淀粉废水 中温消化 微量元素 废水处理
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UASB反应器处理链霉素废水启动及运行性能 被引量:10
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作者 刘春 李敏源 +3 位作者 赵瑞英 杨景亮 崔倩 王悦 《环境工程学报》 CAS CSCD 北大核心 2014年第3期851-856,共6页
采用上流式厌氧污泥床(UASB)反应器处理链霉素生产废水,研究了中温条件下反应器启动和稳定运行中废水处理性能及厌氧污泥颗粒化过程。结果表明,通过逐步提高链霉素废水进水比例和负荷,可以实现UASB反应器的启动和稳定运行,并对高浓度... 采用上流式厌氧污泥床(UASB)反应器处理链霉素生产废水,研究了中温条件下反应器启动和稳定运行中废水处理性能及厌氧污泥颗粒化过程。结果表明,通过逐步提高链霉素废水进水比例和负荷,可以实现UASB反应器的启动和稳定运行,并对高浓度链霉素实际废水具有良好的处理性能,COD去除率稳定在80%以上,COD去除负荷达7.2 kg/(m3·d),CH4产生量达到6.2 L/d。UASB反应器启动运行过程中,链霉素废水对污泥活性具有抑制影响,造成短期反应器运行性能明显下降,而后很快恢复。同时高负荷链霉素废水造成甲烷产率降低。污泥性状变化显著,污泥形态逐渐转变为颗粒态,污泥粒径增大,出现大量0.5~1.0 mm颗粒污泥,污泥VSS/SS比值升高,污泥沉降性明显增强,比产甲烷活性显著升高,表明污泥开始实现颗粒化。 展开更多
关键词 链霉素废水 uasb反应器 运行性能 污泥颗粒化
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