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颗粒化序列间歇式活性污泥反应器工艺处理化粪池污水 被引量:2

Study on septic tank wastewater treatment in granular SBR
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摘要 在序列间歇式活性污泥反应器(SBR)中成功培养出适应化粪池污水水质的好氧颗粒污泥,并将其应用于化粪池污水的处理。在好氧颗粒污泥培养的第15天左右,SBR中开始出现细小的颗粒,然后微生物在其上繁殖生长使颗粒逐渐增大而成熟;在第24天时,SBR中絮状活性污泥已基本实现了颗粒化。培养出的好氧颗粒污泥对化粪池污水有稳定的处理效果,在进水完全为化粪池污水时,COD、NH4+-N、TN的平均去除率分别为77%、61%、47%。但是,由于化粪池污水COD较低,因此无法维持较高的生物量,在后期的稳定运行过程中MLSS始终维持在2500mg/L左右。好氧颗粒污泥的同步硝化反硝化作用是其稳定脱氮的保证。 The aerobic granular sludge was cultivated in sequencing batch reactor (SBR) and acclimated with septic tank wastewater. The small granules were found after 15 d cultivation, and the granules became larger with microorganism growing on its surface. The granulation process was almost completed after 24 d of cultivation. The aerobic granular sludge had a perfect capability of septic tank wastewater disposal. The average removal rate of COD, NH4+-N and TN were 77%,61% and 47 % respectively. Granular sludge in the stable running process had the MLSS of 2 500 mg/L for the lower COD contained septic tank wastewater could not sustain the higher biomass. Simultaneous nitrification and denitrification ensured the aerobic granular sludge removing nitrogen stably.
出处 《环境污染与防治》 CAS CSCD 北大核心 2009年第11期65-67,98,共4页 Environmental Pollution & Control
关键词 序列间歇式活性污泥反应器 好氧颗粒污泥 同步硝化反 硝化化粪池污水 SBR aerobic granular sludge simultaneous nitrification and denitrification septic tank wastewater
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参考文献13

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二级参考文献24

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