东南大学 能源与环境学院,南京,210096
纸质出版:2012
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史静, 吕锡武, 张怀玉, 等. 双污泥反硝化聚磷系统污泥的培养与驯化[J]. 土木与环境工程学报(中英文), 2012,34(3):138-145.
SHI Jing, LU Xiwu, ZHANG Huaiyu, et al. Culture and Enrichment of Denitrifying Phosphorus Removing Sludge and Nitrifying Activated Sludge[J]. Journal of Civil and Environmental Engineering, 2012, 34(3): 138-145.
史静, 吕锡武, 张怀玉, 等. 双污泥反硝化聚磷系统污泥的培养与驯化[J]. 土木与环境工程学报(中英文), 2012,34(3):138-145. DOI: 10.11835/j.issn.1674-4764.2012.03.024.
SHI Jing, LU Xiwu, ZHANG Huaiyu, et al. Culture and Enrichment of Denitrifying Phosphorus Removing Sludge and Nitrifying Activated Sludge[J]. Journal of Civil and Environmental Engineering, 2012, 34(3): 138-145. DOI: 10.11835/j.issn.1674-4764.2012.03.024.
以污水处理厂氧化沟污泥为泥种,采用进水低碳高磷、两阶段的运行方式进行反硝化聚磷污泥的培养,约100 d成功驯化培养出反硝化聚磷污泥。第1阶段以厌氧/好氧的运行方式驯化好氧聚磷污泥,运行约40 d,最大释磷量、最大聚磷量和最大除磷量分别可达到77.2、89.4、25.0 mg/L,表现出较强的聚磷能力;第2阶段采用厌氧/缺氧/好氧的运行方式驯化反硝化聚磷污泥,运行60 d,缺氧聚磷量占总聚磷量的百分比呈上升趋势。硝化污泥经过100 d的驯化可去除约50 mg/L的氨氮,硝化率基本稳定在98.5%以上。硝化速率本符合零级动力学方程,比硝化速率常数为0002 4 h-1;好氧聚磷速率和缺氧聚磷速率基本符合一级动力学方程,速率常数分别是0.377、0740 g/(L·h-1)。利用驯化培养成功的反硝化聚磷污泥和硝化污泥进行了A 2N-SBR试验,结果表明:在进水COD、氨氮和磷分别为188.0、54.8、725 mg/L时,去除率分别为93.5%、76.7%和941%,驯化培养的双污泥具有良好的脱氮除磷效果。
In the experiment
the denitrifying phosphorus removing bacteria (DPB) was cultivated by high phosphorus and low carbon source influent. It was cultivated successfully by the 2 stage mode for about 100 d. The first stage was about 40 d
which was with the mode of anaerobic/aerobic to enrich the phosphorus accumulating organisms (PAOs). The maximum amounts of the phosphorus release
phosphorus uptake and phosphorus removal were 77.2 mg/L
89.4 mg/L and 250 mg/L respectively. The second stage was 60 d
which was with the mode of anaerobic/anoxic/aerobic. In this stage
the ratio of denitrifying phosphorus uptake amount to the total phosphorus uptake amount had an ascending tendency. The cultivation of nitrifying activated sludge was about 100 d
with the 50 mg/L ammonia removal amount and more than 98.5% ammonia removal efficiency. Nitrification rate fitted zero order kinetic equation
and the specific nitrification rate constant was 0.002 4 h-1. Phosphorus uptake rates fitted first order absorption kinetic equation. The uptake rate constants under aerobic and anoxic conditions were 0.377 and 0.740 L/(g·h-1). The cultivated DPB sludge and nitrifying activated sludge were used in an anaerobic/anoxic/nitrification sequencing batch reactor(A 2N-SBR) process to remove nitrogen and phosphorus. When the concentrations of influent COD
ammonia and phosphorus were 188.0 mg/L
54.8 mg/L and 725 mg/L
the removal efficiencies of COD
ammonia and phosphorus were 935%
76.7% and 94.1% respectively.
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