首页|厌氧氨氧化反应器启动特性及基质比优化调控

厌氧氨氧化反应器启动特性及基质比优化调控

扫码查看
为实现厌氧氨氧化UASB(Up-Flow Anaerobic Sludge Bed)反应器的高效启动,以体积比为1:2的厌氧氨氧化污泥和活性污泥为接种污泥,通过逐步提高进水基质质量浓度及优化调控基质比的方式调整反应器总氮容积负荷(Nitrogen Loading Rate,NLR),考察启动过程中反应器的脱氮性能、污泥特性及微生物群落结构。结果显示:经3次基质质量浓度提升及1次基质比优化调控,NLR达到2。16 kg N/(m3·d),同时总氮去除率(Nitrogen Removal Efficiency,NRE)和总氮去除负荷(Nitrogen Removal Rate,NRR)分别达到 87。60%和 1。89 kg N/(m3。d),经 90 d 厌氧氨氧化反应器成功启动;当进水NH+4-N和NO2--N质量浓度分别为 250 mg/L、330 mg/L[NLR 为 2。38 kg N/(m3。d)]时,NRE仅为73。75%,比厌氧氨氧化活性(Specific Anammox Activity,SAA)由 148。57 mg N/(g VSS-d)下降至 112。77 mg N/(g VSS·d),表明进水中过高的N0-2-N质量浓度抑制了厌氧氨氧化菌(Anaerobic Ammonium Oxidation Bacteria,AnAOB)的活性,进而导致反应器性能恶化;将进水基质质量比由1∶1。32调整为1∶1。10,NRE提高至87。60%,SAA增加至151。12 mg N/(g VSS。d),表明适当调整基质比能有效缓解高质量浓度N0-2-N对AnAOB活性的抑制,历时5 d反应器的脱氮性能可恢复。微生物群落结构分析表明反应器启动过程中微生物丰富度和多样性减少,浮霉菌门(Planctomycetes)的相对丰度显著增加至43。60%;当反应器性能受到抑制时,优势菌属为Candidatus_Brocadia(20。36%)。调整质量比解除抑制后,Candidatus_Kuenenia相对丰度达到了32。19%,取代 Candidatus_Brocadia 成为优势菌属。
Characteristics of anammox reactor and optimal regulation of substrate ratio during start-up process
In order to efficiently start up the anaerobic ammonia oxidation(Anammox),the up-flow anaerobic sludge blanket(UASB)reactor was inoculated with anammox sludge and activated sludge with a volume ratio of 1:2,and the nitrogen loading rate(NLR)of the reactor was adjusted by gradually increasing the influent substrate concentration and optimizing regulation of substrate ratio.The denitrification performance,sludge characteristics,and microbial community structure of the reactor during the start-up process were investigated.The results show that by increasing substrate concentration three times and optimizing regulation of substrate ratio once,the NLR reached 2.16 kg N/(m3·d),and the nitrogen removal efficiency(NRE)and nitrogen removal rate(NRR)reach 87.60%and 1.89 kg N/(m3·d),respectively.The anammox reactor is successfully started up after 90 d.When the influent NH4-N and NO2--N mass concentrations are 250 mg/L and 330 mg/L[NLR was 2.38 kg N/(m3·d)],respectively,the NRE is only 73.75%;The EPS content and particle size of granular sludge are increased significantly;The specific anammox activity(SAA)decreases from 148.57 mg N/(g VSS·d)to 112.77 mg N/(g VSS·d),and the heme c decreases from 1.59μmol/g VSS to 0.60 μmol/g VSS.The excessive NO2--N in the influent inhibited the activity of AnAOB,which leads to the deterioration of the reactor performance.The substrate ratio is adjusted from 1:1.32 to 1:1.10,the NRE is increased to 87.60%,and the EPS content and particle size of granular sludge are decreased.The SAA is increased to 151.12 mg N/(g VSS·d),and the heme c is increased to 1.62 µmol/g VSS.The inhibition of AnAOB activity by excessive NO2--N mass concentration can be relieved by appropriate adjustment of the substrate ratio,and the denitrification performance of the reactor is recovered rapidly.Microbial community structure analysis shows that microbial abundance and diversity decreased during the start-up process,and the abundance of Planctomycetes increased to 43.60%significantly.When the denitrification performance of the reactor is inhibited,the dominant genus of functional bacteria is Candidatus_Brocadia(20.36%).After the substrate ratio is adjusted to mitigate the inhibition,the abundance of Candidatus_Kuenenia reaches 32.19%,replacing Candidatus Brocadia as the dominant genus.

environmental engineeringanammoxstart-upnitrogen removalgranular sludgemicrobial community

廉静、赵大密、王振毅、郭延凯、牛向阳、李少华、王嘉新

展开 >

河北科技大学环境科学与工程学院,河北省污染防治生物技术重点实验室,石家庄 050018

环境工程学 厌氧氨氧化 启动 脱氮 颗粒污泥 微生物群落

国家自然科学基金河北省人才工程项目

51678387A201902019

2024

安全与环境学报
北京理工大学 中国环境科学学会 中国职业安全健康协会

安全与环境学报

CSTPCD北大核心
影响因子:0.943
ISSN:1009-6094
年,卷(期):2024.24(2)
  • 32