期刊文献+
共找到17篇文章
< 1 >
每页显示 20 50 100
Inhibitive effects of chlortetracycline on performance of the nitritation-anaerobic ammonium oxidation(anammox)process and strategies for recovery 被引量:8
1
作者 Hong Yao Huayu Li +1 位作者 Jing Xu Lushen Zuo 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2018年第8期29-36,共8页
The short-and long-term effects of chlortetracycline(CTC) on the nitritation-anaerobic ammonium oxidation(anammox) process were evaluated. The half maximal inhibitory concentration of CTC in the batch tests of the... The short-and long-term effects of chlortetracycline(CTC) on the nitritation-anaerobic ammonium oxidation(anammox) process were evaluated. The half maximal inhibitory concentration of CTC in the batch tests of the nitritation-anammox process was 278.91 mg/L at an exposure time of 12 hr. The long-term effects of CTC on the process were examined in a continuous-flow nitritation-anammox reactor. Within 14 days, the nitrogen removal rate significantly decreased from 0.61 to 0.25 kg N/m^3/day with 60 mg/L CTC in the influent.The performance suppressed by CTC barely recovered, even after CTC was removed from the influent. Furthermore, the inhibition of CTC also reduced the relative abundance of ammonium oxidizing bacteria(AOB) and anaerobic ammonium oxidizing bacteria(An AOB)in the reactor, resulting in both a decreased amount of and an imbalance between AOB and An AOB. When fresh anammox sludge was reseeded into the nitritation-anammox reactor,the nitrogen removal rate recovered to 0.09 ± 0.03 kg N/m3/day. 展开更多
关键词 nitritation-anammox process Anaerobic ammonium oxidizing bacteria (AnAOB) Ammonium oxidizing bacteria (AOB) CHLORTETRACYCLINE
原文传递
N2O emission in partial nitritation-anammox process 被引量:5
2
作者 Li Li Yu Ling +4 位作者 Haiyan Wang Zhaosheng Chu Guokai Yan Zewen Li Tong Wu 《Chinese Chemical Letters》 SCIE CAS CSCD 2020年第1期28-38,共11页
Nitrous oxide(N2O)is one of the significant greenhouse gases,and partial nitritation-anammox(PNA)process emits higher N2O than traditional nitrogen removal processes.N2O production in PNA mainly occurs in three differ... Nitrous oxide(N2O)is one of the significant greenhouse gases,and partial nitritation-anammox(PNA)process emits higher N2O than traditional nitrogen removal processes.N2O production in PNA mainly occurs in three different pathways,i.e.,the ammonia oxidizing bacteria(AOB)denitrification,the hydroxylamine(NH2 OH)oxidation and heterotrophic denitrifiers denitrification.N2O emission data vary significantly because of the different operational conditions,bioreactor configurations,monitoring systems and quantitative methods.Under the common operational parameter scopes of PNA,N2O emission via NH2 OH oxidation dominates at relatively low dissolved oxygen(DO),low inorganic carbon(IC),high pH or low N02-concentration,while N2O emission via AOB denitrification dominates at relative higher DO,higher IC.lower pH or higher N2O-concentration.AOB are highly enriched while nitriteoxidizing bacteria(NOB)are rarely found in partial nitritation process,and the order Nitrosomonadales of AOB is the dominant group and N2O producer.Anammox bacteria,AOB and certain amount of heterotrophic denitrifying bacteria are observed in the anammox process,the genus Denitratisoma and the heterotrophic denitrifying bacteria in the deep layer of anammox granules are the dominant N2O generation bacteria.In one-stage PNA reactors,anammox bacteria account for a large fraction of the biomass,AOB account for small portion,and NOB account for even less.The microbial community,diversity and N2O producers in one-stage PNA reactors are similar with those in two-stage PNA reactors.The dominant anammox bacteria,AOB and NOB in PNA are the species Candidatus Brocadia,the genera of Nitrotoga,Nitrospira and Nitrobacter,and the genus Nitrosomonas,respectively.The relations between N2O emission pathways and microbial communities need further study in the future. 展开更多
关键词 N2O emission Greenhouse gas Partial nitritation-anammox N2O production mechanisms Influencing factors Microbial community
原文传递
Metagenomics reveals the microbial community and functional metabolism variation in the partial nitritation-anammox process:From collapse to recovery
3
作者 Hong Wang Hui Gong +1 位作者 Xiaohu Dai Min Yang 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2024年第1期210-221,共12页
Mainstream partial nitritation-anammox(PNA)process easily suffers from performance instability and even reactor collapse in application.Thus,it is of great significance to unveil the characteristic of performance reco... Mainstream partial nitritation-anammox(PNA)process easily suffers from performance instability and even reactor collapse in application.Thus,it is of great significance to unveil the characteristic of performance recovery,understand the intrinsic mechanism and then propose operational strategy.In this study,we combined long-term reactor operation,batch tests,and metagenomics to reveal the succession of microbial community and functional metabolism variation from system collapse to recovery.Proper aeration control(0.10-0.25mg O_(2)/L)was critical for performance recovery.It was also found that Candidatus Brocadia became the dominant flora and its abundance increased from 3.5%to 11.0%.Significant enhancements in carbon metabolism and phospholipid biosynthesis were observed during system recovery,and the genes abundance related to signal transduction was dramatically increased.The up-regulation of sdh and suc genes showed the processes of succinate dehydrogenation and succinyl-CoA synthesis might stimulate the production of amino acids and the synthesis of proteins,thereby possibly improving the activity and abundance of AnAOB,which was conducive to the performance recovery.Moreover,the increase in abundance of hzs and hdh genes suggested the enhancement of the anammox process.Changes in the abundance of key genes involved in nitrogen metabolism indicated that nitrogen removal pathway was more diverse after system recovery.The achievement of performance recovery was driven by anammox,nitrification and denitrification coupled with dissimilatory nitrate reduction to ammonium.These results provide deeper insights into the recovery mechanism of PNA system and also provide a potential regulation strategy for the stable operation of the mainstream PNA process. 展开更多
关键词 Partial nitritation-anammox METAGENOMICS Microbial community Functional metabolism RECOVERY
原文传递
Insights into the mechanism of the deterioration of mainstream partial nitritation/anammox under low residual ammonium 被引量:1
4
作者 Yandong Yang Yiming Jiang +4 位作者 Yanan Long Jiarui Xu Changqing Liu Liang Zhang Yongzhen Peng 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2023年第4期29-39,共11页
Residual ammonium is a critical parameter affecting the stability of mainstream partial nitritation/anammox(PN/A), but the underlying mechanism remains unclear. In this study,mainstream PN/A was established and operat... Residual ammonium is a critical parameter affecting the stability of mainstream partial nitritation/anammox(PN/A), but the underlying mechanism remains unclear. In this study,mainstream PN/A was established and operated with progressively decreasing residual ammonium. PN/A deteriorated as the residual ammonium decreased to below 5 mg/L, and this was paralleled by a significant loss in anammox activity in situ and an increasing nitrite oxidation rate. Further analysis revealed that the low-ammonium condition directly decreased anammox activity in situ via two distinct mechanisms. First, anammox bacteria were located in the inner layer of the granular sludge, and thus were disadvantageous when competing for ammonium with ammonium-oxidizing bacteria(AOB) in the outer layer. Second, the complete ammonia oxidizer(comammox) was enriched at low residual ammonium concentrations because of its high ammonium affinity. Both AOB and comammox presented kinetic advantages over anammox bacteria. At high residual ammonium concentrations,nitrite-oxidizing bacteria(NOB) were effectively suppressed, even when their maximum activity was high due to competition for nitrite with anammox bacteria. At low residual ammonium concentrations, the decrease in anammox activity in situ led to an increase in nitrite availability for nitrite oxidation, facilitating the activation of NOB despite the dissolved oxygen limitation(0.15–0.35 mg/L) for NOB persisting throughout the operation. Therefore, the deterioration of mainstream PN/A at low residual ammonium was primarily triggered by a decline in anammox activity in situ. This study provides novel insights into the optimized design of mainstream PN/As in engineering applications. 展开更多
关键词 Mainstream partial nitritation/anammox Residual ammonium Granular sludge Comammox
原文传递
Review:Anaerobic ammonium oxidation for treatment of ammonium-rich wastewaters 被引量:3
5
作者 Lei ZHANG Ping ZHENG Chong-jian TANG Ren-cun JIN 《Journal of Zhejiang University-Science B(Biomedicine & Biotechnology)》 SCIE CAS CSCD 2008年第5期416-426,共11页
The concept of anaerobic ammonium oxidation(ANAMMOX) is presently of great interest. The functional bacteria belonging to the Planctomycete phylum and their metabolism are investigated by microbiologists. Meanwhile,th... The concept of anaerobic ammonium oxidation(ANAMMOX) is presently of great interest. The functional bacteria belonging to the Planctomycete phylum and their metabolism are investigated by microbiologists. Meanwhile,the ANAMMOX is equally valuable in treatment of ammonium-rich wastewaters. Related processes including partial nitritation-ANAMMOX and completely autotrophic nitrogen removal over nitrite(CANON) have been developed,and lab-scale experiments proved that both processes were quite feasible in engineering with appropriate control. Successful full-scale practice in the Netherlands will ac-celerate application of the process in future. This review introduces the microbiology and more focuses on application of the ANAMMOX process. 展开更多
关键词 Anaerobic ammonium oxidation anammox bacteria Metabolism Partial nitritation-anammox Completelyautotrophic nitrogen removal over nitrite (CANON) Application
下载PDF
氨氮负荷波动对城市污水短程硝化-厌氧氨氧化工艺硝态氮的影响 被引量:19
6
作者 程军 张亮 +3 位作者 张树军 杨延栋 谷鹏超 彭永臻 《中国环境科学》 EI CAS CSSCI CSCD 北大核心 2017年第2期520-525,共6页
亚硝酸盐氧化菌(NOB)增长是导致城市污水短程硝化-厌氧氨氧化(partial nitrification/anammox,PN/A)工艺脱氮效率降低的主要原因之一.采用SBR反应器研究了周期性的进水氨氮负荷变化对城市污水PN/A工艺出水硝酸盐的影响.结果表明:恒定曝... 亚硝酸盐氧化菌(NOB)增长是导致城市污水短程硝化-厌氧氨氧化(partial nitrification/anammox,PN/A)工艺脱氮效率降低的主要原因之一.采用SBR反应器研究了周期性的进水氨氮负荷变化对城市污水PN/A工艺出水硝酸盐的影响.结果表明:恒定曝气量和曝气时间,进水氨氮负荷周期性降低时,PN/A工艺出水硝态氮逐渐增长,导致系统脱氮性能下降.在硝态氮增长之后,保持进水氨氮负荷稳定,系统的脱氮性能未恢复.进一步分析表明:低氨氮浓度下,NOB对于溶解氧的竞争是出水硝态氮增长的主要原因.因此,在城市污水PN/A工艺中,为了维持稳定的脱氮性能需要控制溶解氧和出水氨氮浓度. 展开更多
关键词 负荷波动 短程硝化-厌氧氨氧化(PN/A) DO NOB
下载PDF
不同曝气密度对CANON工艺启动的影响 被引量:14
7
作者 李冬 高雪健 +3 位作者 张杰 曹正美 郭跃洲 李帅 《环境科学》 EI CAS CSCD 北大核心 2019年第2期829-836,共8页
在室温(25℃)下采用3组反应器R1、R2、R3,接种成熟厌氧氨氧化颗粒污泥,在总曝气量一定,曝停比为1的条件下,研究了不同曝气密度(3、6、12)对CANON工艺启动的影响.结果表明,R1、R2、R3分别经过32、29、23 d实现了CANON工艺成功的启动,较... 在室温(25℃)下采用3组反应器R1、R2、R3,接种成熟厌氧氨氧化颗粒污泥,在总曝气量一定,曝停比为1的条件下,研究了不同曝气密度(3、6、12)对CANON工艺启动的影响.结果表明,R1、R2、R3分别经过32、29、23 d实现了CANON工艺成功的启动,较大的曝气密度有利于CANON工艺的启动; R1、R2、R3在周期实验中p H分别下降了0. 4、0. 55、1. 06,即在总曝气量一定的情况下,R3因其较大的曝气密度和合适的时间间隔,更有利于抑制NOB活性,使得系统对DO的利用率更高,提高了系统的脱氮性能;通过脱氮路径分析可得,系统中存在着ANA和SNA两种脱氮路径,SNA所占比重分别为19. 3%、24. 5%、33. 6%,随着曝气密度的提高,SNA贡献逐渐增大. 展开更多
关键词 曝停比 曝气密度 脱氮路径 同时亚硝化/厌氧氨氧化(SNA) 交替亚硝化/厌氧氨氧化(ANA)
原文传递
投加羟胺原位恢复城市污水短程硝化-厌氧氨氧化工艺 被引量:12
8
作者 李佳 李夕耀 +1 位作者 张琼 彭永臻 《中国环境科学》 EI CAS CSCD 北大核心 2019年第7期2789-2795,共7页
有效抑制或淘洗亚硝酸盐氧化菌(NOB)是短程硝化-厌氧氨氧化(PN/A)工艺应用于城市污水处理的关键.以因NOB大量增长受到破坏的城市污水PN/A系统为对象(硝酸盐(NO3^--N)生成比例为0.90),考察了羟胺(NH 2OH)投加浓度和投加方式对其恢复的效... 有效抑制或淘洗亚硝酸盐氧化菌(NOB)是短程硝化-厌氧氨氧化(PN/A)工艺应用于城市污水处理的关键.以因NOB大量增长受到破坏的城市污水PN/A系统为对象(硝酸盐(NO3^--N)生成比例为0.90),考察了羟胺(NH 2OH)投加浓度和投加方式对其恢复的效果.结果显示,当序批式反应器中初始NH2OH投加浓度为10mg/L时,每天投加1次,连续投加20d后,NO3^--N生成量占NH 4^+-N消耗量的比例由0.90逐步降低至0.11.表明NH 2OH(10mg/L)可原位恢复PN/A工艺.NH2OH停止投加59d后,出水NO3^--N生成比例再次小幅度上升至0.15,此时继续投加5d NH2OH(10mg/L),PN/A工艺运行良好,因此间歇投加NH 2OH可以维持PN/A工艺稳定运行.实时定量PCR结果表明,在投加NH 2OH(10mg/L)后,NOB的丰度不断下降,从(4.52±0.44)×10^10copies/g VSS(第6d)下降到(2.30±0.80)×10^9copies/g VSS(第157d),说明NH 2OH的投加有利于抑制和淘洗NOB. 展开更多
关键词 羟胺(NH2OH) 短程硝化-厌氧氨氧化(PN/A) NOB 城市污水
下载PDF
The performance of a combined nitritation–anammox reactor treating anaerobic digestion supernatant under various C/N ratios 被引量:4
9
作者 Jian Zhao Jiane Zuo +1 位作者 Jia Lin Peng Li 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2015年第4期207-214,共8页
A combined nitritation–anammox reactor was developed to treat the digestion supernatant under various C/N ratios. Due to the difficulties for heterotroph to utilize the refractory organics, the reactor presented rela... A combined nitritation–anammox reactor was developed to treat the digestion supernatant under various C/N ratios. Due to the difficulties for heterotroph to utilize the refractory organics, the reactor presented relatively stable performance with increasing supernatant addition. Nevertheless, the adverse effects of supernatant would accumulate during the long-term operation and thus weakened the activity and shock resistance of microbes,which further led to the gradual decrease of reactor performance after 92 days' operation.Under this circumstance, supernatant with volatile fatty acids(VFAs) residuals was further introduced into the reactor to investigate the performance of combined nitritation–anammox process with VFA addition. With the appearance of VFAs, the nitrogen removal performance gradually restored and the reactor finally achieved stable and efficient performance with C/N ratio of 0.35. The VFA residuals within 150 mg/L in the supernatant served as the extra electron donors and stimulated the heterotrophic denitrification process, which was vital for the enhancement of reactor. The nitrogen removal rate and total nitrogen removal efficiency reached 0.49 kg N/(m^3·day) and 88.8% after 140 days' operation, respectively. The combined nitritation–anammox reactor was proved suitable to treat digestion supernatant. 展开更多
关键词 Combined nitritationanammox Anaerobic digestion supernatant C/N ratios Volatile fatty acids
原文传递
室温低氨氮基质单级自养脱氮颗粒污泥启动效能与污泥特性 被引量:6
10
作者 谢璐琳 王建芳 +3 位作者 钱飞跃 张泽宇 沈耀良 齐泽坤 《环境科学》 EI CAS CSCD 北大核心 2019年第3期1396-1404,共9页
室温低氨氮基质条件下单级自养脱氮工艺的启动和稳定运行是该工艺应用于市政污水处理的前提和基础.本研究在气升式反应器中接种久置的PN/A(partial nitritation and ANAMMOX)颗粒污泥,控制温度在(23±2)℃,pH在7. 7~8. 0,以氨氮浓... 室温低氨氮基质条件下单级自养脱氮工艺的启动和稳定运行是该工艺应用于市政污水处理的前提和基础.本研究在气升式反应器中接种久置的PN/A(partial nitritation and ANAMMOX)颗粒污泥,控制温度在(23±2)℃,pH在7. 7~8. 0,以氨氮浓度为70 mg·L^(-1)的人工无机配水为基质,考察单级部分亚硝化-厌氧氨氧化实现室温启动效能.通过逐级缩短HRT(1. 1 h→0. 9 h→0. 7 h→0. 5 h)提升氮负荷[1. 53 kg·(m^3·d)^(-1)→1. 87 kg·(m^3·d)^(-1)→2. 40 kg·(m^3·d)^(-1)→3. 36kg·(m^3·d)^(-1)],逐步恢复AOB、AMX菌活性以及微生物协同效能.经过95 d运行调控,反应器成功启动,NH_4^+-N和TN去除率达85%和69%.根据各阶段污泥性能,严格控制溶解氧,有效抑制NOB.污泥适应环境后,颗粒粒径随负荷提升逐渐增大,最终平均粒径达1. 30 mm.成熟的自养颗粒污泥轮廓光滑清晰,扫描电镜显示,颗粒污泥内部形成空腔,表面有孔隙,污泥形态以球菌为主,并有少量杆菌及短杆菌. EPS主要成分为蛋白质(81. 48%),泥水分离效果较好. 展开更多
关键词 颗粒污泥 部分亚硝化-厌氧氨氧化 室温 污泥形态 胞外聚合物(EPS)
原文传递
FNA处理絮体污泥恢复城市污水PN/A工艺短程硝化 被引量:5
11
作者 王增花 王博 +2 位作者 宫小斐 乔昕 彭永臻 《中国环境科学》 EI CAS CSCD 北大核心 2019年第8期3308-3315,共8页
为了探究游离亚硝酸(FNA)旁侧处理絮体污泥来恢复城市污水短程硝化/厌氧氨氧化一体化(PN/A)工艺的可行性,考察了不同浓度FNA对氨氧化菌(AOB)和亚硝酸盐氧化菌(NOB)活性的影响,探究了SBR反应器两次采用FNA处理絮体污泥的运行效果.结果表... 为了探究游离亚硝酸(FNA)旁侧处理絮体污泥来恢复城市污水短程硝化/厌氧氨氧化一体化(PN/A)工艺的可行性,考察了不同浓度FNA对氨氧化菌(AOB)和亚硝酸盐氧化菌(NOB)活性的影响,探究了SBR反应器两次采用FNA处理絮体污泥的运行效果.结果表明:采用0.45mgHNO2-N/L的FNA处理能够抑制NOB活性,亚硝积累率(NAR)达88.8%,但投加后第8d开始NOB活性逐渐恢复.采用1.35mgHNO2-N/L的FNA处理能够显著抑制NOB活性,NAR达89.1%,与此同时AOB活性也受到抑制,氨氮转化率降低为6.8%.采用增大好/缺氧时间比即t好/t缺(由0.4~2.7)以及提高DO(由0.3~1.5mg/L)的方法能够恢复AOB活性,氨氮转化率达77.8%,在150d内NOB活性未恢复,NAR达98.1%.随着短程硝化的稳定实现,系统脱氮性能逐渐恢复,平均出水总无机氮(TIN)为8.2mg/L,平均TIN去除率为84.1%.因此,通过先用较高FNA处理絮体污泥同时抑制AOB与NOB,再采用增大t好/t缺并提高DO来恢复AOB活性的策略,能够实现PN/A工艺短程硝化的恢复. 展开更多
关键词 游离亚硝酸 短程硝化/厌氧氨氧化 亚硝酸盐氧化菌 恢复 城市污水
下载PDF
季节性水温变化对单级自养颗粒污泥反应器性能的影响
12
作者 冯新宇 钱飞跃 +2 位作者 王建芳 王思凡 谢璐琳 《环境科学学报》 CAS CSCD 北大核心 2023年第7期90-101,共12页
全自养亚硝化-厌氧氨氧化(Partial nitritation/ANAMMOX,PN/A)工艺是可持续的生物脱氮工艺,季节性温度变化和低基质浓度是该工艺应用于主流污水处理的瓶颈.本研究在升流式单级反应器中运行382 d,进水氨氮浓度控制在70 mg·L^(-1),... 全自养亚硝化-厌氧氨氧化(Partial nitritation/ANAMMOX,PN/A)工艺是可持续的生物脱氮工艺,季节性温度变化和低基质浓度是该工艺应用于主流污水处理的瓶颈.本研究在升流式单级反应器中运行382 d,进水氨氮浓度控制在70 mg·L^(-1),经历夏-秋-冬-春-夏四季更替,分析了反应器的脱氮性能、颗粒污泥特性、功能菌的活性变化及微生物结构变化,考察了温度波动和低温条件对脱氮性能和微生物群落动态的影响.结果表明,总氮去除负荷与温度季节性变化符合Boltzmann模型,污泥经历低温后,随温度回升,系统脱氮性能可恢复.温度在20℃以上时,平均总氮去除率可维持在70%以上,平均去除负荷达2.43 kg·m^(-3)·d^(-1),温度降至7~15℃,总氮去除负荷仅为0.61 kg·m^(-3)·d^(-1).系统中氨氧化菌(AOB)、厌氧氨氧化菌(AnAOB)活性与温度变化呈正相关,低温时微生物活性受抑制,低温对AnAOB的影响比AOB更为显著.颗粒污泥粒径、颜色与温度、污泥性能之间具有很好的响应规律,温度在20℃以下时,会导致颗粒污泥颜色变浅,污泥粒径减小,絮体与颗粒污泥共存,沉降性能变差.PN/A颗粒污泥性能随温度波动而变化,会影响生物群落结构,与功能微生物的活性有重要相关性.Candidatus_Kuenenia、Nitrosomonas是始终占据主导地位的优势菌属. 展开更多
关键词 部分亚硝化-厌氧氨氧化(PN/A) 季节性水温变化 脱氮性能 颗粒形态 菌群结构
原文传递
羟胺对一体式部分亚硝化⁃厌氧氨氧化工艺的原位恢复及运行稳定性的影响 被引量:3
13
作者 岳文慧 隋倩雯 +3 位作者 陈彦霖 魏源送 陈梅雪 王红艳 《环境科学学报》 CAS CSCD 北大核心 2021年第1期102-108,共7页
一体式部分亚硝化⁃厌氧氨氧化(CPNA)工艺的脱氮性能常因亚硝酸盐氧化菌(NOB)大量增殖导致的NO-3⁃N积累而恶化.本研究通过连续试验考察长期低剂量投加羟胺(NH2OH)对CPNA工艺原位恢复及其长期运行稳定性的影响.结果表明,低剂量投加NH2OH(1... 一体式部分亚硝化⁃厌氧氨氧化(CPNA)工艺的脱氮性能常因亚硝酸盐氧化菌(NOB)大量增殖导致的NO-3⁃N积累而恶化.本研究通过连续试验考察长期低剂量投加羟胺(NH2OH)对CPNA工艺原位恢复及其长期运行稳定性的影响.结果表明,低剂量投加NH2OH(1.5 mg·L^-1)可快速原位恢复CPNA工艺,TN去除率在45 d内从18.6%恢复至82.2%,ΔNO-3⁃N/ΔNH+4⁃N比值从0.73±0.05下降至0.13±0.03;以相同方式在100 d内持续投加NH2OH,CPNA工艺的TN去除率长期保持在82.2%±4.9%,ΔNO-3⁃N/ΔNH+4⁃N比值可长期稳定在0.13±0.03.16S rRNA高通量测序结果表明,羟胺投加期间,脱氮功能菌群变化显著,Nitrospira的丰度从28.22%下降到2.74%,厌氧氨氧化菌Candidatus Kuenenia丰度从初始的3.43%明显增长到22.86%.低剂量投加羟胺可有效促进CPNA工艺的快速原位恢复,并保持其长期稳定运行. 展开更多
关键词 羟胺 总氮去除率 部分亚硝化/厌氧氨氧化 微生物群落结构
原文传递
一体式厌氧氨氧化反应器常温运行与微生物群落研究 被引量:3
14
作者 李云飞 王丝可 左剑恶 《中国环境科学》 EI CAS CSCD 北大核心 2021年第3期1172-1180,共9页
为明确温度对一体式厌氧氨氧化工艺的影响,本研究通过降温实现了一体式厌氧氨氧化工艺22℃下的常温运行,探究了微生物活性和群落结构随温度的变化.反应器采用自配进水、间歇曝气方式运行,进水NH_(4)^(+)-N浓度约254mgN/L,试验过程出水NO_... 为明确温度对一体式厌氧氨氧化工艺的影响,本研究通过降温实现了一体式厌氧氨氧化工艺22℃下的常温运行,探究了微生物活性和群落结构随温度的变化.反应器采用自配进水、间歇曝气方式运行,进水NH_(4)^(+)-N浓度约254mgN/L,试验过程出水NO_(2)^(-)-N浓度稳定在在10mg/L以下,但NO_(3)^(-)-N随着降温有升高的趋势;总氮容积负荷在1.0~1.2g/(L·d)之间,总氮去除负荷在0.7~0.9g/(L·d);总氮去除率在62%~88%.反应器颗粒污泥中AOB活性始终最高,NOB活性远低于AOB和AnAOB;温度降低NOB活性增加;AnAOB到22℃时活性明显下降,因此需特别关注该温度下反应器的运行工况.Ca.Brocadia是反应器内丰度最高的AnAOB,相对丰度为2.7%~15.1%;Nitrosomonas是反应器内丰度最高的AOB,相对丰度为2.8%~11.5%.研究发现降温使AnAOB的优势属从Ca.Jettenia变为Ca.Brocadia;即后者较前者在低温条件下更具优势. 展开更多
关键词 污水脱氮 亚硝化-厌氧氨氧化(PNA) 微生物群落
下载PDF
一体式短程硝化-厌氧氨氧化工艺启动过程的亚硝酸盐调控 被引量:3
15
作者 左富民 郑蕊 +3 位作者 隋倩雯 钟慧 陈彦霖 魏源送 《环境科学》 EI CAS CSCD 北大核心 2021年第11期5472-5480,共9页
以两类中试反应器(SBR,116.6 m^(3),活性污泥法和SBBR,64.8 m^(3),泥膜法)为对象,接种猪场废水处理厂的活性污泥,通过控制DO、曝气方式为主和外加NaNO_(2)为辅的亚硝酸盐调控策略,考察不同反应器在启动一体式短程硝化-厌氧氨氧化(combin... 以两类中试反应器(SBR,116.6 m^(3),活性污泥法和SBBR,64.8 m^(3),泥膜法)为对象,接种猪场废水处理厂的活性污泥,通过控制DO、曝气方式为主和外加NaNO_(2)为辅的亚硝酸盐调控策略,考察不同反应器在启动一体式短程硝化-厌氧氨氧化(combined partial nitritation and ANAMMOX,CPNA)工艺过程中NO-2-N浓度对ANAMMOX菌的影响.结果表明,在相同运行条件下,泥膜共生的SBBR更适于短程硝化的快速启动.尽管受到NO-2-N抑制(100~129 mg·L^(-1),共计7 d),但SBR在第39 d成功启动了ANAMMOX工艺,其TNRR和TNRE分别为0.069 kg·(m^(3)·d)^(-1)和23.3%,而长达17 d的NO_(2)^(-)-N抑制(129~286 mg·L^(-1))则对SBBR中ANAMMOX菌活性造成了难以恢复的影响.外加NaNO_(2)后,SBR在第77 d成功启动了CPNA工艺,TNRR和TNRE分别从第51 d的0.070 kg·(m^(3)·d)^(-1)和16.0%迅速提高至第77 d的0.336 kg·(m^(3)·d)^(-1)和52.2%,ANAMMOX菌的活性也由最初的0.012 kg·(kg·d)^(-1)快速升高至第77 d的0.307 kg·(kg·d)^(-1);SBR中AOB和ANAMMOX菌的基因拷贝数浓度由最初的8.06×10^(6)copies·mL^(-1)和4.42×10^(4)copies·mL^(-1)分别增长至第77 d的1.02×10^(9)copies·mL^(-1)和1.77×10^(7)copies·mL^(-1),表明以调控DO和曝气方式为主,辅以外加NaNO_(2)的亚硝酸盐调控策略可有效实现反应器中AOB和ANAMMOX菌的快速增长.合理的NO_(2)^(-)-N调控是CPNA工艺快速启动的关键因素. 展开更多
关键词 一体式短程硝化-厌氧氨氧化(CPNA) 原位启动 工程规模 NO_(2)^(-)-N调控 qPCR分析
原文传递
基于SASMBR的城镇污水PN/ANAMMOX研究 被引量:2
16
作者 李建启 余道道 +1 位作者 吕育锋 刘思彤 《北京大学学报(自然科学版)》 EI CAS CSCD 北大核心 2020年第2期331-340,共10页
基于目前短程硝化–厌氧氨氧化(partial nitritation and anammox, PN/A)工艺处理城镇污水中反应器运行不稳定和氮去除负荷低的问题,本文设计一种新型复合生物反应器:序批式–折流板–分置膜生物反应器(sequencingbatch-baffled-separat... 基于目前短程硝化–厌氧氨氧化(partial nitritation and anammox, PN/A)工艺处理城镇污水中反应器运行不稳定和氮去除负荷低的问题,本文设计一种新型复合生物反应器:序批式–折流板–分置膜生物反应器(sequencingbatch-baffled-separatemembranebioreactor,SASMBR)。将该反应器应用于PN/A工艺处理城镇污水,探究反应器的性能,并对SASMBR运行PN/A工艺的运行成本进行分析。结果表明,采用SASMBR反应器运行PN/A工艺处理城镇污水,能够实现高效稳定的脱氮效果,TN去除率达到80%~85%,氮素去除负荷(nitrogenremovalrate,NRR)达到0.20~0.22kgN/(m-3·d-1),出水TN浓度维持在8 mg/L以下。16SrRNA基因测序分析发现,短程硝化SASMBR反应器内设置的折流板能够富集氨氧化细菌(ammoniaoxidationbacteria,AOB),确保短程硝化SASMBR反应器的良好性能;厌氧氨氧化SASMBR内固定在折流板两侧的无纺布可以有效地持留厌氧氨氧化菌(ammoniumoxidizingbacteria,AnAOB),同时,厌氧氨氧化SASMBR内丰度升高的AOB可以为AnAOB提供生长的厌氧环境和NO2--N基质,使厌氧氨氧化SASMBR反应器能够快速启动和高效稳定运行。SASMBR的运行成本为0.037元/m3,比传统城镇污水处理厂的运行成本大幅度降低。 展开更多
关键词 序批式–折流板–分置膜生物反应器 短程硝化–厌氧氨氧化 城镇污水 群落结构
下载PDF
长期饥饿后SPNA微颗粒污泥系统性能恢复 被引量:2
17
作者 何丽金 王少坡 +5 位作者 毕艳孟 李剑宇 邱春生 王栋 郑胜达 于静洁 《中国环境科学》 EI CAS CSCD 北大核心 2021年第12期5646-5653,共8页
为了确定长期饥饿后连续流一段式部分亚硝化-厌氧氨氧化(SPNA)工艺的性能恢复情况,采用连续流反应器,考察了在室温下(11~23℃)经历161d饥饿期的SPNA系统性能恢复策略的可行性及脱氮性能和菌群结构变化.通过控制DO浓度及进水氨氮负荷,逐... 为了确定长期饥饿后连续流一段式部分亚硝化-厌氧氨氧化(SPNA)工艺的性能恢复情况,采用连续流反应器,考察了在室温下(11~23℃)经历161d饥饿期的SPNA系统性能恢复策略的可行性及脱氮性能和菌群结构变化.通过控制DO浓度及进水氨氮负荷,逐渐实现亚硝酸盐氧化菌(NOB)的抑制和淘汰、氨氧化菌(AOB)和厌氧氨氧化菌(An AOB)的活性恢复和富集.在68d内系统总氮去除率恢复至72.13%,氨氮去除率恢复至94.75%.微颗粒污泥(≥200μm)的占比从42.04%升至60.98%.微生物群落结构分析发现,停止运行161d后系统Candidatus Kuenenia的相对丰度升至25.53%,表现出较强的抵抗饥饿条件的能力,系统恢复后其相对丰度逐渐降低,接近反应器饥饿前水平.AOB的高底物利用能力是系统恢复的前提,An AOB活性的提高是系统恢复的关键.系统性能的成功恢复表明室温下161d饥饿期对系统造成的影响是可逆的,长期室温下储存SPNA污泥是可行的. 展开更多
关键词 一段式部分亚硝化-厌氧氨氧化 饥饿 微颗粒污泥 脱氮 菌群结构
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部