Effect of Step Feed on Denitrifying Phosphorus and Nitrate Removal in a Modification of the Two Sludge A 2 /O-BAF System

A modification of the two sludge A /O-BAF system was used to treat low C/N real domestic sewage. In order to improve the utilization of the carbon source, the effects of two step feeds (pre-anoxic zone and anoxic zone) on denitrifying phosphorus and nitrate removal were studied. According to the for...

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Published inHuanjing kexue Vol. 39; no. 4; p. 1704
Main Authors Nan, Yan-Bin, Peng, Yong-Zhen, Zeng, Li-Yun, Zhao, Zhi-Chao, Liu, Hong, Li, Hui, Chen, Yong-Zhi
Format Journal Article
LanguageChinese
Published China 08.04.2018
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Abstract A modification of the two sludge A /O-BAF system was used to treat low C/N real domestic sewage. In order to improve the utilization of the carbon source, the effects of two step feeds (pre-anoxic zone and anoxic zone) on denitrifying phosphorus and nitrate removal were studied. According to the formula of material balance for COD, the utilization of carbon source was analyzed and evaluated under different ratios of step feed, simultaneously. The results showed that when the ratio of step feed was 7:3 and the influent concentrations of COD, NH -N, TN, and TP were 174.99, 58.19, 59.10, and 5.15 mg·L , respectively, their effluent concentrations were 29.48, 4.07, 14.10, and 0.40 mg·L , and the removal rates were 82.12%, 92.76%, 75.45%, and 91.20%, respectively. It was found that when the ratio of the denitrifying phosphorus accumulation organisms to the phosphorus accumulation organisms(DPAOs/PAOs) was 98.81%, the efficiencies of denitrifying phosphorus and nitrate removal were optimum. By optimizing step feed,
AbstractList A modification of the two sludge A /O-BAF system was used to treat low C/N real domestic sewage. In order to improve the utilization of the carbon source, the effects of two step feeds (pre-anoxic zone and anoxic zone) on denitrifying phosphorus and nitrate removal were studied. According to the formula of material balance for COD, the utilization of carbon source was analyzed and evaluated under different ratios of step feed, simultaneously. The results showed that when the ratio of step feed was 7:3 and the influent concentrations of COD, NH -N, TN, and TP were 174.99, 58.19, 59.10, and 5.15 mg·L , respectively, their effluent concentrations were 29.48, 4.07, 14.10, and 0.40 mg·L , and the removal rates were 82.12%, 92.76%, 75.45%, and 91.20%, respectively. It was found that when the ratio of the denitrifying phosphorus accumulation organisms to the phosphorus accumulation organisms(DPAOs/PAOs) was 98.81%, the efficiencies of denitrifying phosphorus and nitrate removal were optimum. By optimizing step feed,
Author Nan, Yan-Bin
Peng, Yong-Zhen
Zeng, Li-Yun
Zhao, Zhi-Chao
Li, Hui
Liu, Hong
Chen, Yong-Zhi
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  givenname: Yong-Zhen
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  organization: School of Environmental and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
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Keywords denitrifying phosphorus and nitrate removal
low C/N
ratio of step feed
material balance
utilization of carbon sources
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Snippet A modification of the two sludge A /O-BAF system was used to treat low C/N real domestic sewage. In order to improve the utilization of the carbon source, the...
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StartPage 1704
SubjectTerms Bioreactors - microbiology
Denitrification
Nitrates - isolation & purification
Nitrogen
Phosphorus - chemistry
Sewage
Waste Disposal, Fluid - methods
Title Effect of Step Feed on Denitrifying Phosphorus and Nitrate Removal in a Modification of the Two Sludge A 2 /O-BAF System
URI https://www.ncbi.nlm.nih.gov/pubmed/29964996
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