平均粒径对好氧颗粒污泥脱氨效果的影响
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Influence of Mean Size on Ammonia Removal of the Aerobic Granules
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    摘要:

    将R1和R2间歇序批式反应器(SBR)中平均粒径大小分别为1 300 μm和900 μm的脱碳好氧颗粒污泥接种硝化活性污泥,以提高系统氨氮脱除率。试验结果表明,R2中的小平均粒径好氧颗粒污泥,经2周后氨氮脱除率达到90%以上;而R1中的大平均粒径好氧颗粒污泥,经3周半后氨氮脱除率才达到相同水平。平均粒径小的好氧颗粒污泥比表面积大,接种活性污泥附着量大,渗透接种至颗粒污泥中快,因而系统氨氮脱除速率增加迅速。系统周期分析表明,虽然R1中大粒径好氧颗粒污泥0.033 d-1 的硝化速率小于R2中小颗粒污泥0.060 d-1 的硝化速率,其10 g/l 的污泥浓度大于小粒径颗粒污泥6 g/l的污泥浓度,从而导致两个系统的氨氮脱除时间相同,即2.5 h。由于R1中大粒径好氧颗粒污泥内部缺氧区相对小粒径好氧颗粒污泥大,其脱氮效率(64.7%)相对小颗粒污泥脱氮效率(57.3%) 高一些。

    Abstract:

    Aerobic granules with mean sizes of 1300μm and 900μm were seeded with nitrifying activated sludge in sequencing batch reactors (SBR) in this study. The results show that ammonia removal efficiency of the small-size granules increased to 90% within 2 weeks, while big-size granules got to the same level in 3 weeks. It is speculated that small-size granules had greater increasing nitrification rate for their bigger surface area and greater absorption ability when seeded with nitrifying activated sludge, which caused fast seeding of nitrifying bacteria in R2. Through cycle analysis, it shows that it took about 2.5h for the both reactors to remove ammonia in the system, though the nitrification rate in R1 (0.033d-1 ) is lower that that of R2 (0.033d-1 ). The higher biomass concentration in R1 (10g/l) than that in R2 (6g/l) explains. At the same, it was found that total inorganic nitrogen (TIN) removal efficiency in R1 was higher than that in R2, i.e. 64.7% vs. 57.3%, which was resulted from the bigger anoxic zone in R1.

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陈芳媛,宁平.平均粒径对好氧颗粒污泥脱氨效果的影响[J].土木与环境工程学报(中英文),2012,34(Z1):215-218. CHEN Fangyuan, NING Ping. Influence of Mean Size on Ammonia Removal of the Aerobic Granules[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2012,34(Z1):215-218.[doi]

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  • 在线发布日期: 2012-09-13
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