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An autotrophic nitrogen removal process:Short-cut nitrification combined with ANAMMOX for treating diluted effluent from an UASB reactor fed by landfill leachate 被引量:26
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作者 Jie Liu Jian'e Zuo +3 位作者 Tang Yang Shuquan Zhu Sulin Kuang Kaijun Wang 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2010年第5期777-783,共7页
A combined process consisting of a short-cut nitrification (SN) reactor and an anaerobic ammonium oxidation upflow anaerobic sludge bed (ANAMMOX) reactor was developed to treat the diluted effluent from an upflow ... A combined process consisting of a short-cut nitrification (SN) reactor and an anaerobic ammonium oxidation upflow anaerobic sludge bed (ANAMMOX) reactor was developed to treat the diluted effluent from an upflow anaerobic sludge bed (UASB) reactor treating high ammonium municipal landfill leachate.The SN process was performed in an aerated upflow sludge bed (AUSB) reactor (working volume 3.05 L),treating about 50% of the diluted raw wastewater.The ammonium removal efficiency and the ratio of NO 2 N to NOx-N in the effluent were both higher than 80%,at a maximum nitrogen loading rate of 1.47 kg/(m 3 ·day).The ANAMMOX process was performed in an UASB reactor (working volume 8.5 L),using the mix of SN reactor effluent and diluted raw wastewater at a ratio of 1:1.The ammonium and nitrite removal efficiency reached over 93% and 95%,respectively,after 70-day continuous operation,at a maximum total nitrogen loading rate of 0.91 kg/(m 3 ·day),suggesting a successful operation of the combined process.The average nitrogen loading rate of the combined system was 0.56 kg/(m 3 ·day),with an average total inorganic nitrogen removal efficiency 87%.The nitrogen in the effluent was mostly nitrate.The results provided important evidence for the possibility of applying SN-ANAMMOX after UASB reactor to treat municipal landfill leachate. 展开更多
关键词 landfill leachate short-cut nitrification anaerobic ammonia oxidation autotrophic nitrogen removal
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Characterization of the start-up period of single-step autotrophic nitrogen removal in a sequencing batch reactor
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作者 郭劲松 《Journal of Chongqing University》 CAS 2008年第1期17-22,共6页
The characteristics of the start-up period of single-step autotrophic nitrogen removal process were investigated. The autotrophic nitrogen removal process used a sequencing batch reactor to treat wastewater of medium ... The characteristics of the start-up period of single-step autotrophic nitrogen removal process were investigated. The autotrophic nitrogen removal process used a sequencing batch reactor to treat wastewater of medium to low ammonia-nitrogen concentration, with dissolved oxygen (DO), hydraulic retention time (HRT) and temperature controlled. The experimental conditions were temperature at (30±2) ℃, ammonia concentration of (60 to 120) mg/L, DO of (0.8 to 1.0) mg/L, pH from 7.8 to 8.5 and HRT of 24 h. The rates of nitrification and nitrogen removal turn out to be 77% and 40%, respectively, after a start up period going through three stages divided according to nitrite accumulation: sludge domestication, nitrifying bacteria selection and sludge adaptation, It is demonstrated that dissolved oxygen is critical to nitrite accumulation and elastic YJZH soft compound packing is superior to polyhedral hollow balls in helping the bacteria adhere to the membrane. 展开更多
关键词 wastewater treatment single-step autotrophic nitrogen removal sequencing batch reactor NITRIFICATION
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低氨氮质量浓度废水DPR-SNAD脱氮除磷效能研究
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作者 周健 宋晔珂 +4 位作者 刘轶 曹猛 和雪杰 周炯 温馨 《安全与环境学报》 CAS CSCD 北大核心 2024年第2期713-721,共9页
针对低氨氮废水单级自养脱氮系统副产物硝氮残留,有机物耐受能力差,以及缺乏除磷功能等问题,提出反硝化除磷(Denitrifying Phosphorus Removal,DPR)-单级自养脱氮(Simultaneous Partial Nitrification,Anaerobic Ammonium Oxidation and... 针对低氨氮废水单级自养脱氮系统副产物硝氮残留,有机物耐受能力差,以及缺乏除磷功能等问题,提出反硝化除磷(Denitrifying Phosphorus Removal,DPR)-单级自养脱氮(Simultaneous Partial Nitrification,Anaerobic Ammonium Oxidation and Denitrification,SNAD)组合处理技术,重点考察氨氮负荷对单级自养脱氮工艺(Single-stage Nitrogen Removal Using Anammox And Partial Nitritation,SNAP)系统、泥龄对DPR系统构建的影响,以及低氨氮废水DPR-SNAD组合处理系统的脱氮除磷效能与微生物种群。研究结果显示:采用氨氮质量浓度梯度递减方式,氨氮负荷为0.20 kg N/(m^(3)·d)的低氨氮质量浓度的SNAP系统构建时间为63 d,较负荷为0.05 kg N/(m^(3)·d)的系统缩短了37 d。泥龄对构建的DPR系统效能影响显著,泥龄为35 d的系统除磷脱氮效能较高,PO_(4)^(3-)-P、NO_(3)^(-)-N、COD去除率分别为86.25%、98.00%、92.00%,系统释磷、吸磷、反硝化脱氮速率分别达4.60 mg/(L·h)、4.13 mg/(L·h)、5.53 mg/(L·h)。DPR-SNAD组合处理系统的氨氮(NH_(4)^(+)-N)、总氮(Total Nitrogen,TN)、总磷(Total Phosphorus,TP)、化学需氧量(Chemical Oxygen Demand,COD)去除率分别为100%、98.64%、86.00%、93.30%。TN、TP去除率较对照组SNAP分别提高了19.20百分点和86.00百分点。16S rRNA高通量测序结果显示,组合系统脱氮除磷功能菌属主要有Rhodobacter、Candidatus_Brocadia、Nitrosomonas、Gemmobacter,SNAD系统中厌氧氨氧化菌(Anaerobic Ammonia Oxidation,AnAOB)相对丰度显著高于对照组SNAP系统,DPR促进SNAD提高了系统脱氮效能。 展开更多
关键词 环境工程学 低氨氮废水 单级自养脱氮 反硝化除磷 厌氧氨氧化
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An efficient way to enhance the total nitrogen removal efficiency of the Anammox process by S^0-based short-cut autotrophic denitrification 被引量:13
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作者 Fangmin Chen Xiang Li +1 位作者 Yan Yuan Yong Huang 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2019年第7期214-224,共11页
In order to reduce the amount of NO_3^-–N generated by the Anammox process, and alleviate the competition between denitrification and Anammox for NO_2^-–N in a single reactor, the preference of S^0 for reacting with... In order to reduce the amount of NO_3^-–N generated by the Anammox process, and alleviate the competition between denitrification and Anammox for NO_2^-–N in a single reactor, the preference of S^0 for reacting with coexisting NO_2^-–N and NO_3^-–N in the sulfur autotrophic denitrifying(SADN) process and the coupling effect of short-cut SADN and the Anammox process were studied. The results showed that S^0 preferentially reacted with NO_3^-to produce NO_2^-–N, and then reacted with NO_2^-–N when NO_3^-–N was insufficient, which could effectively alleviate the competition between SADN bacteria(SADNB) and Anammox bacteria(An AOB) for NO_2^-–N. After 170 days of operation, coupling between short-cut S^0-SADN and the Anammox process was first successfully achieved. SADNB converted the NO_3^-–N generated by the Anammox process into NO_2^-–N, which was once again available to An AOB. The total nitrogen removal efficiency eventually stabilized at over 95%, and the effluent NO_3^-–N was controlled within 10 mg/L, when high NH_4^+–N wastewater was treated by the Anammox process. Microbial community analysis further showed that Candidatus Brocadia and Thiobacillus were the functional microorganisms for An AOB and SADNB. 展开更多
关键词 ANAMMOX Sulfur autotrophic DENITRIFICATION with S0 AS electron DONOR (S0-SADN) Coupling Enhanced nitrogen removal
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Performance of a completely autotrophic nitrogen removal over nitrite process for treating wastewater with different substrates at ambient temperature 被引量:12
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作者 Xiaoyan Chang Dong Li +5 位作者 Yuhai Liang Zhuo Yang Shaoming Cui Tao Liu Huiping Zeng Jie Zhang 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2013年第4期688-697,共10页
The stability and parameters of a bio-ceramic filter for completely autotrophic nitrogen removal were investigated. The completely autotrophic nitrogen removal over nitrite (CANON) reactor was fed with different con... The stability and parameters of a bio-ceramic filter for completely autotrophic nitrogen removal were investigated. The completely autotrophic nitrogen removal over nitrite (CANON) reactor was fed with different concentrations of ammonia (400, 300, and 200 mg N/L) but constant influent ammonia load. The results showed that the CANON system can achieve good treatment performance at ambient temperature (15-23℃). The average removal rate and removal loading of NH4+-N and TN was 83.90%, 1.26 kg N/(m3.day), and 70.14%, 1.09 kg N/(m3.day), respectively. Among the influencing factors like pH, dissolved oxygen and alkalinity, it was indicated that the pH was the key parameter of the performance of the CANON system. Observing the variation of pH would contribute to better control of the CANON system in an intuitive and fast way. Denaturing gradient gel electrophoresis analysis of microorganisms further revealed that there were some significant changes in the community structure of ammonium oxidizing bacteria, which had low diversity in different stages, while the species of anaerobic ammonium oxidizing (anammox) bacteria were fewer and the community composition was relatively stable. These observations showed that anaerobic ammonia oxidation was more stable than the aerobic ammonia oxidation, which could explain that why the CANON system maintained a good removal efficiency under the changing substrate conditions. 展开更多
关键词 completely autotrophic nitrogen removal over nitrite bio-filter ANAMMOX pH dissolved oxygen ALKALINITY
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Advances and challenges of sulfur-driven autotrophic denitrification(SDAD)for nitrogen removal 被引量:21
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作者 Jiao-Jiao Wang Bao-Cheng Huang +1 位作者 Jun Li Ren-Cun Jin 《Chinese Chemical Letters》 SCIE CAS CSCD 2020年第10期2567-2574,共8页
Sulfur-driven autotrophic denitrification(SDAD),a process suited for the treatment of nitrogen and sulfur-polluted wastewater without extra supplement of organic carbon,is a promising biological nitrogen removal proce... Sulfur-driven autotrophic denitrification(SDAD),a process suited for the treatment of nitrogen and sulfur-polluted wastewater without extra supplement of organic carbon,is a promising biological nitrogen removal process.However,the SDAD process was affected by many factors such as various electron donors,organic carbon and exogenous substances(e.g.,antibiotics and heavy metal),which prevent further application.Thus,we conducted a detailed review of previous studies on such influence factors and its current application.Besides,a comparative analysis was adopted to recognize the current challenges and future needs for feasible application,so as to ultimately perfect the SDAD process and extend its application scope. 展开更多
关键词 Biological nitrogen removal Microbial fuel cell Mixotrophic denitrification Sulfur-oxidizing bacteria(SOB) Sulfur-driven autotrophic denitrification ANAMMOX
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Combined biologic aerated filter and sulfur/ceramisite autotrophic denitrification for advanced wastewater nitrogen removal at low temperatures 被引量:6
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作者 Tian WAN Guangming ZHANG +2 位作者 Fcngwci DU Junguo HE Pan WU 《Frontiers of Environmental Science & Engineering》 SCIE EI CAS CSCD 2014年第6期967-972,共6页
An innovative advanced wastewater treatment process combining biologic aerated filter (BAF) and sulfur/ ceramisite-based autotrophic denitrification (SCAD) for reliable removal of nitrogen was proposed in this pap... An innovative advanced wastewater treatment process combining biologic aerated filter (BAF) and sulfur/ ceramisite-based autotrophic denitrification (SCAD) for reliable removal of nitrogen was proposed in this paper. In SCAD reactor, ceramisite was used as filter and Ca (HCO3)2 was used for supplying alkalinity and carbon source. The BAF-SCAD was used to treat the secondary treatment effluent. The performance of this process was investigated, and the impact of temperature on nitrogen removal was studied. Results showed that the combined system was effective in nitrogen removal even at low temperatures (8℃). Removal of total nitrogen (TN), NH4+ -N, NO3-N reached above 90% at room temperature. Nitrification was affected by the temperature and nitrification at low temperature (8℃) was a limiting factor for TN removal. However, denitrification was not impacted by the temperature and the removal of NO3 -N maintained 98% during the experimental period. The reason of effective denitrification at low temperature might be the use of easily dissolved Ca(HCO3)2 and high-flux ceramisite, which solved the problem of low mass transfer efficiency at low temperatures. Besides, vast surface area of sulfur with diameter of 2-6 mm enhanced the rate of microbial utilization. The removal of nitrate companied with the production of SO42-, and the average concentration of SO27 was about 240mg.L^-1. These findings would be beneficial for the application of this process to nitrogen removal especially in the winter and cold regions. 展开更多
关键词 autotrophic denitrification biologic aerated filter (BAF) sulfur/ceramisite-based autotrophic denitrification (SCAD) advanced nitrogen removal
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Performance of completely autotrophic nitrogen removal over nitrite process under different aeration modes and dissolved oxygen 被引量:2
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作者 Jinsong GUO Guohong YANG +1 位作者 Fang FANG Yu QIN 《Frontiers of Environmental Science & Engineering》 SCIE EI CSCD 2008年第4期439-445,共7页
In this study,three sequential batch biofilm reactors(SBBRs)were operated for 155 days to evaluate the performance of completely autotrophic nitrogen removal over nitrite(CANON)process under different aeration modes a... In this study,three sequential batch biofilm reactors(SBBRs)were operated for 155 days to evaluate the performance of completely autotrophic nitrogen removal over nitrite(CANON)process under different aeration modes and dissolved oxygen(DO).Synthetic wastewater with 160-mg NH_(4)^(+)-N/L was fed into the reactors.In the continuously-aerated reactor,the efficiency of the ammonium nitrogen conversion and total nitrogen(TN)removal reached 80% and 70%,respectively,with DO between 0.8–1.0 mg/L.Whereas in the intermittently-aerated reactor,at the aeration/non-aeration ratio of 1.0,ammonium was always under the detection limit and 86% of TN was removed with DO between 2.0–2.5 mg/L during the aeration time.Results show that CANON could be achieved in both continuous and intermittent aeration pattern.However,to achieve the same nitrogen removal efficiency,the DO needed in the intermittently-aerated sequential batch biofilm reactor(SBBR)during the aeration period was higher than that in the continuously-aerated SBBR.In addition,the DO in the CANON system should be adjusted to the aeration mode,and low DO was not a prerequisite to CANON process. 展开更多
关键词 completely autotrophic nitrogen removal over nitrite(CANON) AMMONIUM aeration modes dissolved oxygen(DO)
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复合硫基质驱动自养反硝化脱氮除磷效能与微生物群落结构 被引量:2
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作者 葛四杰 杨大鑫 +3 位作者 吕君 王振 张传义 张文华 《化工进展》 EI CAS CSCD 北大核心 2024年第4期2135-2143,共9页
针对单一硫基质驱动自养反硝化性能的缺陷,采用单质硫(S^(0))与天然铁硫矿石(FeS、Fe_(1-x)S、FeS_(2))两种矿物作为生物填料,构建3组复合硫基质填充床反应器(B1、B2、B3),探究了启动与稳定运行期间反应器对市政尾水深度脱氮除磷的效果... 针对单一硫基质驱动自养反硝化性能的缺陷,采用单质硫(S^(0))与天然铁硫矿石(FeS、Fe_(1-x)S、FeS_(2))两种矿物作为生物填料,构建3组复合硫基质填充床反应器(B1、B2、B3),探究了启动与稳定运行期间反应器对市政尾水深度脱氮除磷的效果与微生物群落结构的特征。结果表明,3组反应器均表出现较高的脱氮性能,NO_(3)^(-)-N去除率均随反应器水力停留时间(HRT)的延长而提高,当反应器HRT分别为1h(B1)、12h(B2)和9h(B3)时,均实现20mg/L NO_(3)^(-)-N完全去除。PO_(4)^(3-)-P与脱氮过程中产生的铁离子形成铁磷沉淀物而被去除,且PO_(4)^(3-)P的去除率与脱氮效果呈正相关。复合硫基质反应器的SO_(4)^(2-)/NO_(3)^(-)低于单一硫基质自养反硝化系统,硫酸盐产生量相应降低,且pH保持在6.3以上,无需添加pH缓冲剂。微生物群落结构分析表明,Thiobacillus(硫杆菌属)和Ferritrophicum(铁氧化菌属)是3组反应器中硫自养反硝化菌的优势菌属,在B1、B2和B3反应器的相对丰度分别为16.07%和31.24%、30.07%和50.19%以及30.20%和11.62%。复合硫基质提高了微生物群落丰度和物种多样性,从而表现出良好的脱氮除磷效果。 展开更多
关键词 硫自养反硝化 复合硫基质填充床 市政尾水 同步脱氮除磷 微生物群落分析
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低氮浓度下的硫自养反硝化深度脱氮研究 被引量:1
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作者 何雪 孔韡 +1 位作者 陈明月 汪炎 《工业用水与废水》 CAS 2024年第1期21-26,共6页
构建硫自养反硝化反应器分别探究污水处理厂二级出水的深度脱氮与尾水的极限脱氮。研究结果表明,在DO的质量浓度低于0.5 mg/L,HRT为15 min的条件下,二级出水TN的质量浓度由10 mg/L左右稳定降至5 mg/L以下,出水TN可达到昆明市地方标准DB5... 构建硫自养反硝化反应器分别探究污水处理厂二级出水的深度脱氮与尾水的极限脱氮。研究结果表明,在DO的质量浓度低于0.5 mg/L,HRT为15 min的条件下,二级出水TN的质量浓度由10 mg/L左右稳定降至5 mg/L以下,出水TN可达到昆明市地方标准DB5301/T 43—2020《城镇污水处理厂主要水污染物排放限值》中A级标准;在DO的质量浓度低于0.5 mg/L,HRT为20 min的条件下,尾水TN的质量浓度由6 mg/L左右稳定降至1 mg/L以下,出水TN可达到GB 3838—2002《地表水环境质量标准》中Ⅲ类水标准。采用高通量测序对反应器内微生物群落结构进行分析,结果表明在属水平上硫自养反硝化优势菌群有Thiobacillus和Sulfurimonas。 展开更多
关键词 自养反硝化 深度脱氮 极限脱氮 HRT 微生物群落结构
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沼液二级生化出水铁硫协同同步硝化-自养反硝化深度脱氮
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作者 欧阳创 宋立杰 +4 位作者 薛罡 徐磊 陈红 李响 张艾 《净水技术》 CAS 2024年第7期100-110,共11页
针对沼液二级生化出水仍含高浓度硝态氮(NO-3-N)、氨氮等问题,文中研究了铁硫协同同步硝化-自养反硝化的影响因素。结果表明,在无外加碳源的条件下,铁硫协同同步硝化反硝化可有效提高TN、NO^(-)_(3)-N和氨氮的去除率。同时,在S/N为2的... 针对沼液二级生化出水仍含高浓度硝态氮(NO-3-N)、氨氮等问题,文中研究了铁硫协同同步硝化-自养反硝化的影响因素。结果表明,在无外加碳源的条件下,铁硫协同同步硝化反硝化可有效提高TN、NO^(-)_(3)-N和氨氮的去除率。同时,在S/N为2的条件下,对TN、NO^(-)_(3)-N、氨氮去除率分别达到51.25%、83.63%、67.33%。氮去除动力学结果表明,TN去除规律在0~15 h内符合一级反应动力学特征,且其反应速率常数(0.0510 h^(-1))大于不投铁硫的空白组(0.0355 h^(-1))。微生物群落演变规律表明,铁刨花及硫代硫酸钠的投加会使微生物群落丰富度提高、多样性降低,且投加铁硫可显著提高自养反硝化菌[硫杆菌属(Thiobacillus)、铁杆菌属(Ferribacterium)]及异养反硝化菌[聚糖菌属(Defluviicoccus)、Candidatus_Competibacter、陶厄氏菌属(Thauera)]的丰度。 展开更多
关键词 沼液 二级生化出水 同步硝化-自养反硝化 深度脱氮
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异养/硫自养集成短程反硝化工艺影响因素研究
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作者 刘勇宏 李军 向韬 《水处理技术》 CAS CSCD 北大核心 2024年第10期96-102,108,共8页
为保证厌氧氨氧化(Anammox)过程的亚硝态氮(NO2--N)稳定来源,提升自养脱氮系统的运行效能。本研究采用上流式厌氧污泥床(UASB)反应器,构建异养/硫自养集成短程反硝化系统,探究碳源浓度、pH、水力停留时间(HRT)、温度对系统的影响。结果... 为保证厌氧氨氧化(Anammox)过程的亚硝态氮(NO2--N)稳定来源,提升自养脱氮系统的运行效能。本研究采用上流式厌氧污泥床(UASB)反应器,构建异养/硫自养集成短程反硝化系统,探究碳源浓度、pH、水力停留时间(HRT)、温度对系统的影响。结果表明,碳源浓度与系统短程反硝化效能成反比。碳源浓度为200 mg/L时NO2--N积累率(NAR)最高,此时NO_(2)^(-)-N平均积累率及其速率分别为76.99%和1.63 mg/(L·h),异养反硝化功能菌属Thauera丰度由3.26%升至19.73%。系统短程反硝化效能随pH的升高先升后降,pH为8.0±0.5时NAR最高,此时NO2--N平均积累率及其速率分别为79.46%和1.90 mg/(L·h);HRT与系统短程反硝化效能成反比。当HRT=9.7左右时NAR最高,此时NO2--N平均积累率及其速率分别为77.35%和1.68 mg/(L·h)。温度与系统短程反硝化效能成正比,与Thauera、Terrimonas等反硝化功能菌属丰度成反比。当温度在35℃左右时NAR最高,此时NO_(2)^(-)-N平均积累率及其速率分别为71.21%和1.68 mg/(L·h)。集成短程反硝化为自养脱氮工艺提供NO2--N的过程具有NAR高且运行稳定性强等优点,更适用于自养脱氮工艺稳定高效运行,为该领域提供更多思考。 展开更多
关键词 自养脱氮工艺 硫自养短程反硝化 异养短程反硝化 pH HRT 温度
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无机硫自养反硝化处理污废水工程应用进展
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作者 刘柏利 胡广志 +3 位作者 李再兴 邢琳琼 韩严和 刘艳芳 《应用化工》 CAS CSCD 北大核心 2024年第4期959-963,共5页
系统阐述了以无机硫为电子供体的硫自养反硝化系统中微生物特性,分析了不同反应器中硫自养反硝化微生物的优势菌属、无机硫源氧化还原过程中涉及的功能酶,介绍了加快硫自养反硝化启动的方法,如减少S~0颗粒的粒径、外加磁场、添加硫代谢... 系统阐述了以无机硫为电子供体的硫自养反硝化系统中微生物特性,分析了不同反应器中硫自养反硝化微生物的优势菌属、无机硫源氧化还原过程中涉及的功能酶,介绍了加快硫自养反硝化启动的方法,如减少S~0颗粒的粒径、外加磁场、添加硫代谢中间产物或牛血清蛋白等,重点归纳了近年来硫自养反硝化国内外的实际工程应用的情况,并展望了硫自养反硝化技术未来的发展方向,旨在为硫自养反硝化体系发展提供借鉴和参考。 展开更多
关键词 硫自养反硝化 反硝化脱氮 工程应用 反应机理 单质硫电子供体
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硫自养-异养协同反硝化技术的研究进展
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作者 杨洁 方芳 +1 位作者 陈玲珑 翁佳玉 《应用化工》 CAS CSCD 北大核心 2024年第6期1377-1382,共6页
介绍了硫自养-异养协同反硝化技术的基本特性,传统的异养反硝化运行成本高、污泥产量大,而硫自养反硝化存在脱氮效率低、消耗碱度等缺点,将两种工艺耦合可以实现取长补短。硫自养-异养协同反硝化技术是处理低C/N比废水最具潜力和经济效... 介绍了硫自养-异养协同反硝化技术的基本特性,传统的异养反硝化运行成本高、污泥产量大,而硫自养反硝化存在脱氮效率低、消耗碱度等缺点,将两种工艺耦合可以实现取长补短。硫自养-异养协同反硝化技术是处理低C/N比废水最具潜力和经济效益的工艺之一,具有成本低、SO_(4)^(2-)产量少、pH稳定、高效脱氮等优点,对其协同机理、微生物群落特征和影响因素进行阐述,例举了该工艺在城市尾水、地下水等低碳氮比废水等方面的实际应用,总结现阶段存在的问题并对未来研究方向进行展望,为该技术的推广和实际应用提供理论参考。 展开更多
关键词 硫自养反硝化 协同反硝化 混合营养 生物脱氮 水处理
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硫自养反硝化协同固定化微生物技术修复城市黑臭水体
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作者 赵建强 佘健 +5 位作者 李柏林 陈世杰 夏凯 刘思韵 裴昌盈 汪凯 《环境污染与防治》 CAS CSCD 北大核心 2024年第5期631-637,644,共8页
固定化微生物技术可促进城市黑臭水体中氮磷污染物去除,但硫自养反硝化协同固定化微生物技术修复黑臭水体研究较少。通过向改性载镧膨润土基复合微生物菌剂(La-Bt基复合菌剂)中添加经S_(2)O_(3)^(2-)驯化培养的硫自养反硝化菌(NR-SOB),... 固定化微生物技术可促进城市黑臭水体中氮磷污染物去除,但硫自养反硝化协同固定化微生物技术修复黑臭水体研究较少。通过向改性载镧膨润土基复合微生物菌剂(La-Bt基复合菌剂)中添加经S_(2)O_(3)^(2-)驯化培养的硫自养反硝化菌(NR-SOB),试图引入硫自养反硝化协同固定化微生物技术修复黑臭水体。在La-Bt基复合菌剂投加量为1.5 g/L时,向黑臭水体中分梯度投加不同浓度NR-SOB,研究NR-SOB协同La-Bt基复合菌剂去除黑臭水体污染物效果,并通过高通量测序分析底泥微生物群落结构变化。结果表明,当NR-SOB投加量为0.3 g/L时,对黑臭水体和底泥处理效果较好:上覆水氨氮、TN和TP去除率分别为87.42%、69.85%和71.11%;底泥酸可挥发性硫(AVS)去除率为34.76%,底泥TN和TP去除率分别为45.22%、45.04%;实验结束时底泥中厚壁菌门(Firmicutes)相对丰度从11.76%降至9.84%,硫杆菌属(Thiobacillus)相对丰度达2.82%,氮硫去除相关微生物菌属比例提升约0.95%。 展开更多
关键词 固定化微生物技术 城市黑臭水体 硫自养反硝化 复合微生物菌剂 脱氮除硫
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黄铁矿-硫自养反硝化生物滤池同步脱氮除磷
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作者 李晓帆 吕威 +2 位作者 唐辰鑫 岳琼 陈永志 《绿色科技》 2024年第8期185-192,共8页
基于黄铁矿的自养反硝化(PAD)工艺具有成本低,产泥量少等优点,是一种具有前景的低C、N比废水脱氮除磷技术。然而,与其他硫基自养反硝化(SAD)工艺相比,PAD的动力学较慢,限制了其工程应用。为此,构建了黄铁矿、硫单质为填料的自养反硝化... 基于黄铁矿的自养反硝化(PAD)工艺具有成本低,产泥量少等优点,是一种具有前景的低C、N比废水脱氮除磷技术。然而,与其他硫基自养反硝化(SAD)工艺相比,PAD的动力学较慢,限制了其工程应用。为此,构建了黄铁矿、硫单质为填料的自养反硝化生物滤池(PSAD-BF)和黄铁矿为填料的硫化钠驱动的自养反硝化生物滤池(SAD-BF),PSAD-BF的硝酸盐去除负荷和去除率均高于SAD-BF,FeS_(2)和S^(0)之间的相互作用加速了反硝化过程并维持了酸碱平衡,减少了硫酸盐的产生,同时通过生成FePO_(4)和Fe_(3)(PO_(4))_(2)(OH)_(2)去除磷酸盐。长期运行结果表明:在HRT为3~12 h时,PSAD-BF对总氮和磷酸盐的去除率达到90%~100%,最高反硝化速率可达600 mg/(L·d)。PSAD-BF是一种很有前途的实现铁硫耦合自养反硝化除磷的工艺。 展开更多
关键词 黄铁矿 自养反硝化 脱氮除磷 硫铁循环
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高氮负荷下硫自养反硝化菌群的胞外聚合物和信号分子特征
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作者 许炜怡 黄凯文 +3 位作者 刘崇 沈斐 王硕 李激 《中国环境科学》 EI CAS CSCD 北大核心 2024年第8期4314-4325,共12页
硫自养反硝化工艺(SADN)受水力停留时间(HRT)和进水NO_(3)^(-)-N浓度的影响.通过逐步缩短HRT,提高进水NO_(3)^(-)-N浓度的方式探究工艺脱氮极限,同时解析在此过程中胞外聚合物(EPS)和信号分子酰基高丝氨酸内酯(AHLs)的变化特征以及微生... 硫自养反硝化工艺(SADN)受水力停留时间(HRT)和进水NO_(3)^(-)-N浓度的影响.通过逐步缩短HRT,提高进水NO_(3)^(-)-N浓度的方式探究工艺脱氮极限,同时解析在此过程中胞外聚合物(EPS)和信号分子酰基高丝氨酸内酯(AHLs)的变化特征以及微生物群落结构演替过程.在HRT从4.1h缩短至1.0h的过程中,硫自养反硝化菌群可快速适应环境,当HRT=1.0h,进水NO_(3)^(-)-N含量为40mg/L,系统的TN去除率为99.74%,脱氮负荷高达958.53mg/(L·d).在此过程中,EPS含量的增加以TB-PN和TB-PS为主,AHLs含量的增加以C4-HSL为主.较缩短HRT而言,提高进水NO_(3)^(-)-N浓度会促使C4-HSL含量显著增加并导致污泥结构逐渐趋向不稳定状态.C6-HSL是系统内最主要的AHLs,其含量在G4和G7阶段大幅增长是基于系统脱氮能力弱化后微生物所进行的自我调节.微生物群落组成分析表明,系统运行和氮负荷变化会对微生物群落进行驯化选择.在降HRT组中,Proteobacteria的norank_f_Pleomorphomona-daceae作为优势菌属发挥主要作用,为反硝化菌提供底物以维持系统稳定运行.在提高NO_(3)^(-)-N浓度后,UKL 13-1、Simplicispira、Allorhizobium-Neorhizobium-Pararhizobium-Rhizobium、Thermomonas逐渐演变为优势菌属,这些优势菌属均为具备脱氮功能的关键微生物. 展开更多
关键词 硫自养反硝化 脱氮极限 胞外聚合物 酰基高丝氨酸内酯 群体感应
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低氧曝气工艺处理电脱盐污水研究
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作者 戴如虎 王刚 高会杰 《当代化工》 CAS 2024年第2期350-353,共4页
针对电脱盐污水现有生化处理工艺存在的抗冲击能力差、流程长、能耗高等问题,提出采用低氧曝气处理工艺处理。通过控制HRT为16 h,污泥回流比80%,DO为0.7~0.8 mg·L^(-1),成功启动了低氧曝气工艺。处理后出水COD低于60 mg·L^(-... 针对电脱盐污水现有生化处理工艺存在的抗冲击能力差、流程长、能耗高等问题,提出采用低氧曝气处理工艺处理。通过控制HRT为16 h,污泥回流比80%,DO为0.7~0.8 mg·L^(-1),成功启动了低氧曝气工艺。处理后出水COD低于60 mg·L^(-1),氨氮低于2 mg·L^(-1),总氮低于15 mg·L^(-1)。该工艺在冲击工况下通过自动调节曝气风量实现了对DO的稳定控制和大比例内循环稀释进水,保证系统稳定运行。系统菌群较接种污泥中异养菌占比降低,自养菌占比升高。脱氮硫杆菌、厌氧氨氧化菌成为主要的脱氮功能菌。 展开更多
关键词 电脱盐污水 低氧曝气 脱氮硫杆菌 厌氧氨氧化菌
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HPB工艺用于污水厂扩容提标的中试实验
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作者 吕守维 易境 顾群 《水处理技术》 CAS CSCD 北大核心 2024年第6期131-135,共5页
山东某水厂因进水超标而造成减产,拟用HPB(High concentration powder carrier bio-fluidized bed)工艺提高水厂产量,故进行中试实验验证该技术的可行性及低温下对北方高浓度工业废水的处理结果。实验期间,中试装置进水水质与原水厂相同... 山东某水厂因进水超标而造成减产,拟用HPB(High concentration powder carrier bio-fluidized bed)工艺提高水厂产量,故进行中试实验验证该技术的可行性及低温下对北方高浓度工业废水的处理结果。实验期间,中试装置进水水质与原水厂相同,结果表明:工况Ⅰ,在水力停留时间为25.84 h时(模拟厂区3×10^(4) m^(3)/d),中试系统COD去除率为96.3%,TN去除率为91.1%,NH_(3)-N去除率为96.0%,TP去除率为98.8%;工况Ⅱ,在水力停留时间为20.0 h时(模拟厂区4×10^(4) m^(3)/d),中试系统COD去除率为94.3%,TN去除率为93.4%,NH_(3)-N去除率为96.4%,TP去除率为98.4%;极限工况下,水力停留时间15.6~20.0 h(模拟厂区4~5.33×10^(4) m^(3)/d),中试系统COD去除率为94.5%,TN去除率为92.0%,NH_(3)-N去除率为96.8%,TP去除率为98.3%。在水力停留时间减半的情况下,中试装置出水仍接近甚至优于原厂区,稳定达到二沉池设计出水水质(COD<100 mg/L,ρ(NH_(3)-N)<1.5 mg/L,ρ(TN)<10mg/L,ρ(TP)<0.3 mg/L)。中试实验验证了北方低温下HPB用于该水厂提标扩容的可能性,为日后的生产性实验奠定基础。 展开更多
关键词 高浓度复合粉末载体生物流化床 双泥龄 脱氮除磷 自养反硝化 低温水处理
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有机物存在时全程自养脱氮工艺启动及微生物群落结构演变
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作者 翟方帅 孙雅萍 +3 位作者 司光超 张馨文 乔壮明 魏东 《济南大学学报(自然科学版)》 CAS 北大核心 2024年第2期156-161,共6页
为了实现全程自养脱氮工艺在处理含有机物废水中的应用,考察有机物存在时全程自养脱氮工艺的启动、运行工况与微生物群落结构演变,通过低溶解氧和生物膜菌种富集的控制策略,缓解有机物对厌氧氨氧化菌的抑制,实现全程自养脱氮工艺启动和... 为了实现全程自养脱氮工艺在处理含有机物废水中的应用,考察有机物存在时全程自养脱氮工艺的启动、运行工况与微生物群落结构演变,通过低溶解氧和生物膜菌种富集的控制策略,缓解有机物对厌氧氨氧化菌的抑制,实现全程自养脱氮工艺启动和功能微生物的富集。结果表明,当进水化学需氧量质量浓度为600 mg/L时,全程自养脱氮工艺启动,在反应器稳定运行期间总无机氮去除率最高达到79.46%;三维荧光光谱显示腐殖酸类和富里酸类物质是主要的微生物代谢产物;微生物高通量测序显示厌氧氨氧化菌的优势属Candidatus Kuenenia和Candidatus Brocadia的相对丰度分别从0.02%和0.01%增加到10.47%和4.45%,成功实现厌氧氨氧化菌的富集。 展开更多
关键词 全程自养脱氮工艺 有机物 微生物 三维荧光光谱 高通量测序
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