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71.
Macroscale and microscale analysis of Anammox in anaerobic rotating biological contactor 总被引:3,自引:0,他引:3
Inoculated with conventional anaerobic activated sludge, the Anammox process was successfully developed in an anaerobic rotating biological contactor (AnRBC) fed with a low ratio of C/N synthetic wastewater. Operated in a single point feed mode, the AnRBC removed 92.1% (n = 126) of the influent N at the highest surface load of 12 g/(m2.day). The biomass increased by 25% and 17.1 g/(m2.day) of maximum N removal surface load was achieved by elevating flow rate with another feed point. Fluorescence in situ hybridization and polymerase chain reaction analysis indicated that the Anammox genus Candidatus Kuenenia stuttgartiensis dominated the community. Both Anammox and denitrifying activity were detected in biofilm by the application of microelectrodes. In the outer layer of the biofilm (0-2500 μupm), nitrite and ammonium consumed simultaneously in a ratio of 1.12/1, revealing the occurrence of Anammox. In the inner layer (> 2500 μupm), a decrease of nitrate was caused by denitrification in the absence of nitrite and ammonium. 相似文献
72.
The presence of ammonia nitrogen in landfill leachates poses a significant problem for treatment plant operators. The nitrification-denitrification process mostly carries out the nitrogen conversion in biological treatment systems. However, recent research shows that other processes by anaerobic ammonia-oxidizing bacteria (Anammox) and ammonia-oxidizing archaea (AOA) were also responsible for the removal of nitrogen in biological systems. In this study, the nitrogen-converting microorganisms in the Bursa Hamitler Leachate Treatment Plant were identified and monitored by using molecular tools. Fluorescent in situ hybridization (FISH) and slot-blot hybridization results showed that the Nitrosomonas and Nitrospira species were the dominant ammonia-oxidizing bacteria (AOB) and nitrite-oxidizing bacteria (NOB), respectively. Quantitative real-time PCR results indicated that AOB, NOB, AOA and Anammox bacteria exist in the leachate treatment plant. However, the removal of ammonia can be ascribed mainly to nitrification because AOB (1.5%) and NOB (11.3%) were predominant among all nitrogen-converting bacteria. The results of the phylogenetic analysis based on amoA and 16S rDNA gene revealed that the uncultured bacterium clone 4-24, Kuenenia stuttgartiensis genome fragment KUST_E and the uncultured Crenarchaeota clone NJYPZT-C1 belong to AOB, Anammox and AOA populations, respectively, and were the dominant species in their cluster. 相似文献
73.
Anammox in a UASB reactor treating saline wastewater 总被引:1,自引:0,他引:1
Ren-Cun Jin Chun Ma Qaisar Mahmood Guang-Feng Yang Ping Zheng 《Process Safety and Environmental Protection》2011,89(5):342-348
The feasibility of an anammox (anaerobic ammonium oxidation) UASB (upflow anaerobic sludge blanket) bioreactor to treat ammonium-rich brines was investigated in batch and continuous-flow experiments. The evidence from batch tests indicated that the anammox activity was significantly inhibited under highly saline conditions while the inhibition was reversible. Saline shock loading of 30 g NaCl l−1 caused a 67.5% decrease in specific anammox activity (SAA) compared to reference biomass (not exposed to salt). However, the acclimatized biomass displayed a SAA value just 45.1% lower than that of the reference biomass. When transferred from brine to freshwater, the salt-exposed biomass resumed its activity by 43.1%. Subsequent to appropriate acclimatization, careful manipulation nitrite concentration, nitrogen loading rate (NLR), and other operational parameters for 77 days, the results of continuous-flow experiment revealed that under the salinity of 30 g NaCl l−1 the reactor performed well and the substrate removal capacity (nitrogen removal rate, NRR, of 448 ± 15 mgl−1 d−1) was comparable to the condition of freshwater (NRR of 464 ± 13 mgl−1 d−1). However, the anammox UASB bioreactor was prone to malfunction under transient operating conditions. 相似文献
74.
Yingbin Hu Ning Li Jin Jiang Yanbin Xu Xiaonan Luo Jie Cao 《Frontiers of Environmental Science & Engineering》2022,16(7):90
75.
Feng Hou Ting Zhang Yongzhen Peng Xiaoxin Cao Hongtao Pang Yanqing Shao Xianchun Lu Ju Yuan Xi Chen Jin Zhang 《Frontiers of Environmental Science & Engineering》2022,16(3):33
76.
考察了三价铁(2.24~7.84mg/L)存在下厌氧氨氧化系统对有机物的耐受性能,并通过16SrRNA高通量测序技术和定量PCR探究其机理.结果表明,进水COD浓度为50和100mg/L时,4个反应器的氨氮和总氮去除率均较高(>90%),三价铁的强化作用不明显;进水COD浓度继续升高(150和200mg/L),厌氧氨氧化受到抑制,三价铁的强化作用逐渐增加;COD浓度为200mg/L时,添加三价铁(7.84mg/L)可将氨氮和总氮去除率由61.3%和79.8%(对照组)提升至71.2%和84.7%.16SrRNA高通量测序技术表明,有机物存在下,污泥微生物群落结构出现变化,主要表现为厌氧氨氧化菌丰度的降低及反硝化菌群的大量增殖,进水添加三价铁可提高浮霉菌(Planctomycetes)的丰度.定量PCR结果表明,三价铁能够提高厌氧氨氧化菌16S rRNA及功能基因hzsB的丰度. 相似文献
77.
反硝化生物膜启动厌氧氨氧化反应器的研究 总被引:29,自引:6,他引:23
反硝化菌的生长快于厌氧氨氧化菌 ,通过培育反硝化生物膜 ,利用反硝化菌的基质多样性和代谢多样性 ,可使生物膜由催化反硝化反应过渡到催化厌氧氨氧化反应 ,加速Anammox反应器的启动 .经过 3个月的运行 ,Anammox反应器的容积总氮负荷达 0 14 3kg·m-3 ·d-1,总氮去除率约 86 5 2 % ,出水NH 4 N和NO-2 N均低于 1mg·L-1.NH 4 N去除量、NO-2 N去除量和NO-3 N生成量之间比例的变化以及污泥颜色的变化 ,可以指示Anammox反应器的启动进程 . 相似文献
78.
Yanfei Wang Xiaona Zheng Guangxue Wu Yuntao Guan 《Frontiers of Environmental Science & Engineering》2023,17(6):74
79.
Yabing Meng Depeng Wang Zhong Yu Qingyun Yan Zhili He Fangang Meng 《Frontiers of Environmental Science & Engineering》2023,17(1):2
80.
Start-up of anaerobic ammonia oxidation bioreactor with nitrifying activated sludge 总被引:14,自引:2,他引:12
The anaerobic ammonia oxidation(Anammox) bioreactor was successfully started up with the nitrifying activated sludge. After anaerobically operated for 105 d, the bioreactor reached a good performance with removal percentage of both ammonia and nitrite higher than 95% and volumetric total nitrogen removal as high as 149.55 mmol/( L. d). The soft padding made an important contribution to the high efficiency and stability because it held a large amount of biomass in the bioreactor. 相似文献