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[间歇进水-间歇曝气条件下好氧颗粒污泥的时间厌氧效应]

[Temporal Anaerobic Effect on Aerobic Granular Sludge with Intermittent Influent-Intermittent Aeration].

作者信息

Zhang Jie, Wang Yu-Ying, Li Dong, Cao Si-Yu, Li Shuai

机构信息

Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China.

State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China.

出版信息

Huan Jing Ke Xue. 2020 Feb 8;41(2):856-866. doi: 10.13227/j.hjkx.201908234.

Abstract

To initiate the domestic sewage aerobic granular sludge (AGS) process, the experiment is operated by intermittent influent-effluent aeration to reduce the concentration of nitrate and the inhibition of PAO, and realize granulation by phosphate precipitation and positive electricity particles generated during phosphorus removal. The sludge from a sewage treatment plant is inoculated into the SBR reactors R1, R2, R3, and R4, for durations of 30, 60, 90, and 120 min total anaerobic time. This was used to study the effect of anaerobic time on the aerobic granular sludge system in domestic sewage. The experiment shows that reactors R1, R2, R3, and R4 are started successfully with 56, 48, 39, and 35 days, respectively. After 105 days of the operation, the respective average particle sizes reached 750, 764, 791, and 650 μm. During the operational period, at the 43 and 47 day, phosphorus removal performance deteriorated in R1 and R2, and it recovered after the anaerobic time was extended to 90 min. The effect of nitrogen and phosphorus removal in R3 is good; at the 63-77 day the granular sludge in R4 disintegrates, and the effect of nitrogen and phosphorus removal and DPAO enrichment is decreased. During the later stage of operation, the effluent in R1, R2, R3, and R4 reaches the IA standard of the discharge standard of pollutants for municipal wastewater treatment plant. The results show that a long anaerobic time can quickly achieve granulation, however the particles easily disintegrate during a long-term operation. Longer anaerobic time can reduce the inhibition of phosphorus accumulating organisms release phosphorus by nitrate, help enrich DPAO, and obtain a better nitrogen and phosphorus removal effect.

摘要

为启动生活污水好氧颗粒污泥(AGS)工艺,通过间歇进水 - 出水曝气运行实验,以降低硝酸盐浓度和聚磷菌(PAO)的抑制作用,并通过除磷过程中产生的磷酸盐沉淀和正电颗粒实现颗粒化。将污水处理厂的污泥接种到SBR反应器R1、R2、R3和R4中,总厌氧时间分别为30、60、90和120分钟。以此研究厌氧时间对生活污水好氧颗粒污泥系统的影响。实验表明,反应器R1、R2、R3和R4分别在56、48、39和35天成功启动。运行105天后,各自的平均粒径分别达到750、764、791和650μm。在运行期间,第43天和第47天,R1和R2的除磷性能恶化,将厌氧时间延长至90分钟后恢复。R3的脱氮除磷效果良好;第63 - 77天,R4中的颗粒污泥解体,脱氮除磷效果及双聚磷菌(DPAO)富集程度下降。在运行后期,R1、R2、R3和R4的出水达到城市污水处理厂污染物排放标准的一级A标准。结果表明,较长的厌氧时间可快速实现颗粒化,但在长期运行中颗粒易解体。较长的厌氧时间可减少硝酸盐对聚磷生物体释磷的抑制作用,有助于富集DPAO,并获得更好的脱氮除磷效果。

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