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NaHCO3投加量对废铁屑耦合厌氧氨氧化系统脱氮效能的影响
引用本文:刘文如,李天皓,陈洁,王倩,王彩霞,沈耀良.NaHCO3投加量对废铁屑耦合厌氧氨氧化系统脱氮效能的影响[J].中国环境科学,2022,42(9):4190-4198.
作者姓名:刘文如  李天皓  陈洁  王倩  王彩霞  沈耀良
作者单位:1. 苏州科技大学环境科学与工程学院, 江苏 苏州 215009;2. 城市生活污水资源化利用技术国家地方联合工程实验室, 江苏 苏州 215009;3. 江苏省水处理技术与材料协同创新中心, 江苏 苏州 215009;4. 江苏省环境科学与工程重点实验室, 江苏 苏州 215009
基金项目:国家自然科学基金资助项目(51808367)
摘    要:考察了进水中NaHCO3投加量对废铁屑耦合厌氧氨氧化系统脱氮效能的影响.结果表明,NaHCO3投加量由250mg/L逐渐减少至125mg/L,常规厌氧氨氧化系统(R1)TN去除率下降至65%以下,污泥比活性下降约16%,而废铁屑(10g)耦合厌氧氨氧化系统(R2和R3)TN去除率提升至76.9%~82.2%,并且污泥比活性比R1高39.5%~51.4%;NaHCO3投加量的减少同时造成R1中ΔNO3--N/ΔNH4+-N比逐渐升高至0.34,而R2和R3中ΔNO3--N/ΔNH4+-N比低至0.2~0.21.进水中无机碳源(IC)不足(而非pH值或碱度)是导致R1脱氮效能恶化的主要原因,废铁屑耦合厌氧氨氧化系统可以有效应对无机碳源不足产生的不利影响并提升系统的脱氮效能.此外,在无机碳源不足(IC/TN=0.04)的条件下,废铁屑与厌氧氨氧化直接耦合系统(R2)比间接耦合系统(R3)具有更高的脱氮效能、污泥比活性以及NO3--N还原能力.

关 键 词:厌氧氨氧化  无机碳源  废铁屑  脱氮效能  
收稿时间:2022-02-17

Influences of NaHCO3 dosage on nitrogen removal efficiency of the waste iron scraps - coupled anammox systems
LIU Wen-ru,LI Tian-hao,CHEN Jie,WANG Qian,WANG Cai-xia,SHEN Yao-liang.Influences of NaHCO3 dosage on nitrogen removal efficiency of the waste iron scraps - coupled anammox systems[J].China Environmental Science,2022,42(9):4190-4198.
Authors:LIU Wen-ru  LI Tian-hao  CHEN Jie  WANG Qian  WANG Cai-xia  SHEN Yao-liang
Institution:1. School of Environmental Science and Engineering, Suzhou University of Science and Technology, Suzhou 215009, China;2. National and Local Joint Engineering Laboratory of Municipal Sewage Resource Utilization Technology, Suzhou 215009, China;3. Jiangsu Collaborative Innovation Center of Technology and Material of Water Treatment, Suzhou 215009, China;4. Jiangsu Key Laboratory of Environmental Science and Engineering, Suzhou 215009, China
Abstract:The effects of NaHCO3 dosage on the nitrogen removal efficiency of the waste iron scraps-assisted anammox systems were investigated. The results show that, with a decrease in NaHCO3 dosage gradually from 250 to 125mg/L, the TN removal efficiency and sludge specific anammox activity of the conventional anammox system (R1) reduced to below 65% and by 16%, respectively. In contrast, the TN removal efficiency of the waste iron scraps (WIS)-assisted anammox systems (R2 and R3) increased to 76.9%~82.2%, while the sludge specific anammox activities of R2 and R3 were 39.5%~51.4% higher than that of R1. The decrease in the NaHCO3 dosage also led to an increase in the ΔNO3--N/ΔNH4+-N ratio of R1 (to 0.34). However, the ΔNO3--N/ΔNH4+-N ratio of both R2 and R3 was 0.20~0.21. The inorganic carbon limitation (rather than pH or alkalinity) was the main reason for the deterioration of nitrogen removal efficiency of R1. The WIS-assisted anammox systems could effectively deal with the adverse effects of the inorganic carbon limitation and enhance the nitrogen removal efficiency. Moreover, the direct coupling system of iron scrap and anammox (R2) possessed a higher nitrogen removal efficiency, sludge specific anammox activity and NO3--N reduction ability than that of the indirect coupling system (R3) under the conditions of inorganic carbon limitation (IC/TN=0.04).
Keywords:anaerobic ammonia oxidation(anammox)  inorganic carbon  waste iron scraps  nitrogen removal performance  
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