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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:2
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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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The effect of continuous Ni(Ⅱ) exposure on the organic degradation and soluble microbial product(SMP) formation in two-phase anaerobic reactor 被引量:2
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作者 Wei Wu Tengteng Duan +4 位作者 Hailiang Song Yan Li Ang Yu Long Zhang Aimin Li 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2015年第7期78-87,共10页
A two-phase anaerobic reactor fed with glucose substrate(3 g chemical oxygen demand(COD)/L) was used to investigate the effects of toxic metals on the degradation of organics and the soluble microbial product(SMP... A two-phase anaerobic reactor fed with glucose substrate(3 g chemical oxygen demand(COD)/L) was used to investigate the effects of toxic metals on the degradation of organics and the soluble microbial product(SMP) formation. Low concentrations of Ni(II)(5 and10 mg/L) promoted the acid phase, whereas high concentrations(15, 20, and 25 mg/L)exhibited an inhibitory effect on, but did not alter the fermentative method, which mainly involved the fermentation of propionic acid. The methanogenic microorganism exhibited a strong capability adapting constantly increased Ni(II) levels. The acid phase was an accumulation stage of SMP. In the absence of Ni(II), the high-molecular-weight material in the effluent SMP mainly contained polysaccharide, tryptophan, and casein. Methanogens metabolized most of the polysaccharide, the whole tryptophan content, and part of the casein, leading to the presence of humic acid and protein in effluent. After Ni(II) dosage, the protein and polysaccharide of the acid phase increased, and tryptophan changed, while casein remained stable. More protein than polysaccharide was produced, suggesting the prominent function of protein when addressing the negative effect of toxic metals. The analysis of DNA confirmed the change of bacterial activity. 展开更多
关键词 Soluble microbial products (SMP) two-phase anaerobic reactor Upflow anaerobic sludge bed uasb Ni(II)
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改良型UASB反应器处理高硫酸盐废水启动过程分析
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作者 刘聪 高楠 +2 位作者 董茹 张飞 杜娟 《当代化工》 2025年第11期2657-2661,2666,共6页
采用改良型UASB反应器处理模拟硫酸盐废水,系统研究了反应器启动过程中污泥颗粒化特性及污染物去除效能。结果表明:反应器成功启动经历了污泥驯化(0~10 d)、颗粒污泥初步形成(10~30 d)和颗粒污泥成熟(>30~105 d)3个阶段,最终形成分... 采用改良型UASB反应器处理模拟硫酸盐废水,系统研究了反应器启动过程中污泥颗粒化特性及污染物去除效能。结果表明:反应器成功启动经历了污泥驯化(0~10 d)、颗粒污泥初步形成(10~30 d)和颗粒污泥成熟(>30~105 d)3个阶段,最终形成分层颗粒结构(下层1.00~1.35 mm大颗粒,中层0.6~1.0 mm过渡颗粒,上层<0.5 mm絮体混合体)。成熟阶段,系统在SO_(4)^(2-)负荷为10.15 kg·(m^(3)·d)^(-1)、上升流速为0.10~0.12 m·h^(-1)的条件下,SO_(4)^(2-)和COD去除率分别稳定在85%~89%和80%以上。pH动态分析结果表明,中性偏碱环境(7.2~8.0)最利于SRB活性,而高负荷(>2500 mg·L^(-1))导致的H_(2)S抑制需通过氮气吹脱缓解。研究结果证实,改良型UASB反应器通过调控水力负荷与硫化氢浓度,可实现高效硫酸盐去除与颗粒污泥培养。 展开更多
关键词 改良型uasb 反应器 高硫酸盐废水 启动特性 污泥颗粒化 载体 厌氧
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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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Biological sulfate removal from acrylic fiber manufacturing wastewater using a two-stage UASB reactor 被引量:12
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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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Characteristics of high-sulfate wastewater treatment by two-phase anaerobic digestion process with Jet-loop anaerobic fluidized bed 被引量:24
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作者 WEI Chao-hai, WANG Wen-xiang, DENG Zhi-yi, WU Chao-fei School of Environmental Science and Engineering, South China University of Technology, Guangzhou 510640, China. 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2007年第3期264-270,共7页
A new anaerobic reactor, Jet-loop anaerobic fluidized bed (JLAFB), was designed for treating high-sulfate wastewater. The treatment characteristics, including the effect of influent COD/SO42 ratio and alkalinity and... A new anaerobic reactor, Jet-loop anaerobic fluidized bed (JLAFB), was designed for treating high-sulfate wastewater. The treatment characteristics, including the effect of influent COD/SO42 ratio and alkalinity and sulfide inhibition in reactors, were discussed for a JLAFB and a general anaerobic fiuidized bed (AFB) reactor used as sulfate-reducing phase and methane-producing phase, respectively, in two-phase anaerobic digestion process. The formation of granules in the two reactors was also examined. The results indicated that COD and sulfate removal had different demand of influent COD/SO4^2- ratios. When total COD removal was up to 85%, the ratio was only required up to 1.2, whereas, total sulfate removal up to 95% required it exceeding 3.0. The alkalinity in the two reactors increased linearly with the growth of influent alkalinity. Moreover, the change of influent alkalinity had no significant effect on pH and volatile fatty acids (VFA) in the two reactors. Influent alkalinity kept at 400-500 mg/L could meet the requirement of the treating process. The JLAFB reactor had great advantage in avoiding sulfide and free-H2S accumulation and toxicity inhibition on microorganisms. When sulfate loading rate was up to 8. 1 kg/(m^3.d), the sulfide and free-H2S concentrations in JLAFB reactor were 58.6 and 49.7 mg/L, respectively. Furthermore, the granules, with offwhite color, ellipse shape and diameters of 1.0-3.0 mm, could be developed in JLAFB reactor. In granules, different groups of bacteria were distributed in different layers, and some inorganic metal compounds such as Fe, Ca, Mg etc. were found. 展开更多
关键词 Jet-loop anaerobic fluidized bed reactor sulfate wastewater two-phase anaerobic digestion process granule sludge
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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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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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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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Treatment of methanol wastewater with two-stage and two-phase anaerobic process
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作者 韩洪军 马文成 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2010年第1期65-69,共5页
The two-stage and two-phase anaerobic process (TSTP) composed of hydrolytic acidification reactor,first-order and second-order external circulation anaerobic reactors (EC) was taken to treat methanol wastewater. Test ... The two-stage and two-phase anaerobic process (TSTP) composed of hydrolytic acidification reactor,first-order and second-order external circulation anaerobic reactors (EC) was taken to treat methanol wastewater. Test results show that TSTP process is quick start-up in 51 d, and the maximum VFA of hydrolytic acidification reactor effluent reaches 876 mg/L. Under the condition of volume loading of 6.56 kgCOD/m3·d, COD removal rate of the first-order EC reactor is about 85%, and under the condition of volume loading of 1.02 kgCOD/m3·d, COD removal rate of the second-order EC reactor is about 50%. When the inflow COD of TSTP process is between 7000-11000 mg/L, its effluent COD is lower than 600 mg/L. In the biological conversion process of methanol into methane,the production of acetic acids as an intermediate product can be ignored and the direct production of methane from methanol is predominant. 展开更多
关键词 methanol wastewater two-stage and two-phase anaerobic process (TSTP) external circulation anaerobic reactor (EC) hydrolytic acidification 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反应器处理城镇有机垃圾浸出液的研究 被引量:9
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作者 刘国涛 彭绪亚 +2 位作者 袁荣焕 罗伟 周晓臣 《中国给水排水》 CAS CSCD 北大核心 2006年第11期40-44,共5页
采用UASB反应器处理城镇有机垃圾经两相厌氧消化产生的浸出液.在水温为28~35℃时,采用处理城镇有机垃圾的单级厌氧消化反应器的消化污泥进行接种,38 d内便完成了UASB反应器的启动.在运行期间,当进水COD为10 100~11100mg/L、负荷为8.5... 采用UASB反应器处理城镇有机垃圾经两相厌氧消化产生的浸出液.在水温为28~35℃时,采用处理城镇有机垃圾的单级厌氧消化反应器的消化污泥进行接种,38 d内便完成了UASB反应器的启动.在运行期间,当进水COD为10 100~11100mg/L、负荷为8.5~9.5kgCOD/(m^3·d)时,对COD的去除率为88%~95%,出水COD浓度为575~1 609 mg/L;UASB系统运行稳定,具有较强的酸、碱缓冲能力,未出现氨氮与脂肪酸的积累和抑制现象;产气量为0.19~0.44L/gCOD,CH4含量可达75%以上,具有较高的利用价值. 展开更多
关键词 有机垃圾 两相厌氧消化 uasb反应器 垃圾浸出液 产甲烷
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两相UASB反应器处理糖蜜酒精糟液的试验研究 被引量:9
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作者 张振家 王太平 谷成 《工业用水与废水》 CAS 2002年第4期29-31,共3页
针对糖蜜酒精糟液水质特性,采用以UASB反应器为主体的两相厌氧消化工艺,试验结果表明:系统对废水中有机物及硫酸盐均有良好的去除效果,酸化段反应器对SO42-去除率达到70%以上,由于产气的气提作用,试验中未发现2-对甲烷菌有抑制作用。
关键词 两相uasb反应器 糖蜜酒精糟液 酸化段反应器 水质特性 有机废水 废水处理
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含硫酸盐有机废水对两相UASB反应器影响因素 被引量:5
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作者 樊国锋 杨顺德 +1 位作者 孙剑辉 杨玉杰 《华侨大学学报(自然科学版)》 CAS 2000年第4期425-431,共7页
研究 SO2 -4 / COD值、水力停留时间、COD值等因素对两相 UASB反应器的日产气量、单位产气量、甲烷体积分数、COD去除率、相对产甲烷率等方面的影响 .实验结果表明 ,酸化相对上述因素的变化比较敏感 ,产甲烷相则非常稳定 .此外 ,细菌本... 研究 SO2 -4 / COD值、水力停留时间、COD值等因素对两相 UASB反应器的日产气量、单位产气量、甲烷体积分数、COD去除率、相对产甲烷率等方面的影响 .实验结果表明 ,酸化相对上述因素的变化比较敏感 ,产甲烷相则非常稳定 .此外 ,细菌本身的特性对反应器的正常运行有重要影响 . 展开更多
关键词 硫酸盐 有机废水 两相uasb反应器 废水处理
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二相UASB反应器中产酸颗粒污泥和产甲烷颗粒污泥的物理性质和化学成分 被引量:5
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作者 陈坚 刘晓梅 +2 位作者 吴敬 李春生 伦世仪 《中国沼气》 北大核心 1993年第2期8-12,共5页
本文对二相UASB反应器中产酸和产甲烷颗粒污泥的物理性质和化学成分进行了初步的研究。结果表明:(1)二种颗粒污泥均具有良好的沉降性能,并且产酸颗粒污泥的湿密度、强度和稳定性均优于产甲烷颗粒污泥。(2)二种颗粒污泥的表面元素基本相... 本文对二相UASB反应器中产酸和产甲烷颗粒污泥的物理性质和化学成分进行了初步的研究。结果表明:(1)二种颗粒污泥均具有良好的沉降性能,并且产酸颗粒污泥的湿密度、强度和稳定性均优于产甲烷颗粒污泥。(2)二种颗粒污泥的表面元素基本相同,但内部Ca,Si含量相差较大,并且均未发现有FeS存在。(3)产酸和产甲烷颗粒污泥中胞外多聚物(ECP)的含量分别为0.57%和1.46%(以污泥干重计)。ECP中的主要成分为糖和糖醛酸。 展开更多
关键词 uasb反应器 颗粒 污泥 甲烷 物理性
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固定化酶酸化反应器/UASB处理黄浆废水的研究 被引量:5
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作者 于宏兵 吴睿 林学钰 《中国给水排水》 CAS CSCD 北大核心 2007年第3期49-52,共4页
针对现有两相厌氧反应器微生物易流失以及单方面延长酸化相的停留时间导致的过酸化影响后续甲烷化过程的现象,开发了一套新型两相厌氧处理系统,其酸化相是采用大孔树脂固定化酶作生物载体的水解酸化反应器,产甲烷相则是接种了经长期... 针对现有两相厌氧反应器微生物易流失以及单方面延长酸化相的停留时间导致的过酸化影响后续甲烷化过程的现象,开发了一套新型两相厌氧处理系统,其酸化相是采用大孔树脂固定化酶作生物载体的水解酸化反应器,产甲烷相则是接种了经长期驯化培养的高温厌氧污泥的UASB。采用该装置处理玉米加工过程中产生的富含蛋白质废水(黄浆废水),考察了进水COD浓度和负荷、C/N值等因素对系统处理效能的影响。结果表明:该装置运行稳定,在低C/N值和低负荷条件下,酸化相的酸化率(VFA/COD)即可达30%以上,其出水pH值稳定在6.7~7.0;产甲烷相对COD的去除率为91.3%,进水C/N值对产甲烷相去除COD有明显影响。 展开更多
关键词 固定化酶酸化反应器 uasb 两相式 黄浆废水 水解率
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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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