Domestic sewage treatment by partial nitritation and phosphorus removal granular sludge in gradient aerated SBR
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Domestic sewage treatment by partial nitritation and phosphorus removal granular sludge in gradient aerated SBR
Vol. 51, Issue 8, Pages: 1-7(2019)
作者机构:
1. 水质科学与水环境恢复工程北京市重点实验室(北京工业大学),北京,100124
2. Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering (Beijing University of Technology),Beijing,China,100124
ZHANG Jie, LI Hailing, LI Dong, et al. Domestic sewage treatment by partial nitritation and phosphorus removal granular sludge in gradient aerated SBR[J]. 2019, 51(8): 1-7.
DOI:
ZHANG Jie, LI Hailing, LI Dong, et al. Domestic sewage treatment by partial nitritation and phosphorus removal granular sludge in gradient aerated SBR[J]. 2019, 51(8): 1-7.DOI: 10.11918/j.issn.0367-6234.201805039.
Domestic sewage treatment by partial nitritation and phosphorus removal granular sludge in gradient aerated SBR
In order to remove total phosphorus (TP) and organic matter in domestic sewage and achieve partial nitrification
an enhanced biological phosphorus removal granular sludge
which was cultivated with synthetic wastewater at room temperature (17-19 ℃)
was used as inoculated sludge in this study. The effect of phosphorus removal and nitrosation on domestic sewage was studied. The experiment showed that the phosphorus removal of the granular sludge could be achieved through 27 d cultivation. The TP concentration of effluent could reach less than 1 mg/L and the TP release in anaerobic stage ΔρTP/ρCOD removal in anaerobic stage (ΔρCOD) could reach 0.3. The change of the aeration methods could make RNA increase from 0 to 90% in a short time. The concentration of NO- 2-N reached 10 mg/L
and the concentration of TP and COD in the effluent were kept below 0.5 and 50 mg/L
respectively. The particle size decreased from 1 200 μm to 1 000 μm and the value of SVI reduced from 32 mL/g to 29 mL/g. The ratio of protein (PN) to polysaccharide (PS) dropped from 2.0 to 1.2. Although the particle size slightly decreased due to domestic sewage
it remained larger than 1 000 μm and the particles possessed better settleability. Thus
the adoption of high and low gradient aeration can achieve phosphorus removal and nitrosation with the removal rate of TP reaching 95%