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有机负荷条件对间歇式气提内循环反应器中好氧颗粒污泥形成的影响
摘要点击 2125  全文点击 1111  投稿时间:2011-12-21  修订日期:2012-03-15
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中文关键词  好氧颗粒污泥  有机负荷  启动  气提式  稳定性
英文关键词  aerobic granular sludge  organic loading rate  start-up  airlift reactor  stabilization
作者单位E-mail
刘孟媛 吉林大学地下水资源与环境教育部重点实验室,长春 130026 notatall.student@sina.com 
周丹丹 吉林大学地下水资源与环境教育部重点实验室,长春 130026 zhoudandan415@163.com 
高琳琳 吉林大学地下水资源与环境教育部重点实验室,长春 130026  
马德方 吉林大学地下水资源与环境教育部重点实验室,长春 130026  
张予萌 吉林大学地下水资源与环境教育部重点实验室,长春 130026  
李克宇 中国市政工程东北设计研究总院,长春 130026  
中文摘要
      在R1、R2和R3共3组气提式内循环序批式反应器中启动好氧颗粒污泥工艺,探讨在无选择压作用下有机负荷对好氧颗粒污泥的形成及稳定性的影响. 其中,R1、R2分别以7 kg·(m3·d)-1和3 kg·(m3·d)-1的目标COD负荷直接启动,R3以1.5 kg·(m3·d)-1逐步增加至3 kg·(m3·d)-1的递增COD负荷方式启动. 结果表明,3组反应器在启动期中均能快速形成好氧颗粒污泥,但以目标负荷启动方式易使好氧颗粒污泥反应器产生丝状菌污泥膨胀. 通过对颗粒形成过程、粒径、性质以及胞外多聚物等指标分析,认为递增负荷的启动方式可有效抑制启动初期丝状菌污泥膨胀,且形成的颗粒更为稳定,生物降解效率更高.
英文摘要
      The cultivation and stability of aerobic granular sludge in a three sequencing airlift internal-loop aerobic granular fluidized beds (R1-R3) under different organic loading rates (OLR) were investigated, where the selective pressure was un-controlled. R1 and R2 were start-up at the COD loading of 7 kg·(m3·d)-1and 3 kg·(m3·d)-1 respectively, and R3 was start-up at an increasing COD loading rates of 1.5-3 kg·(m3·d)-1. The results showed that the aerobic granules could be formed successfully in all the reactors, however, filamentous bulking happened as the reactor was start-up at an aimed OLR (R1 and R2). It seems the overgrowth of filamentous could be controlled effectively by means of increasing OLR gradually. The granular development characteristics, the physical characteristics and extracellular polymeric substances contents were analyzed especially during the aerobic granules cultivation. Compared with the granules in R1 and R2, aerobic granules formed in R3 presented clearer outer morphology and compact structure, advanced COD removal efficiency and a significant increase in polysaccharides, resulted an enhanced stability.

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