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Author:

Wu, Lei (Wu, Lei.) | Peng, Yongzhen (Peng, Yongzhen.) (Scholars:彭永臻) | Wang, Shuying (Wang, Shuying.) (Scholars:王淑莹) | Liu, Xu (Liu, Xu.) | Li, Lingyun (Li, Lingyun.)

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EI Scopus PKU CSCD

Abstract:

In order to study the effects of anoxic condition on release of phosphorus in an enhanced system for phosphorus removal with granular sludge, batch tests were carried out using acetate and propionate(carbon molar ratio=2:1) as carbon source and adding different amount of NO3--N(0, 20, 30, 50 and 75 mg·L-1, pH=8.0) and NO2--N(10, 20, 40 and 60 mg·L-1, pH=7.0, 7.5 and 8.0) in initial anaerobic stage. The results showed that addition of NO3--N and NO2--N had no obvious inhibition on release of phosphorus. Absorption of fatty acids(VFAs), phosphorus release and denitrification took place simultaneously, and absorption rate increased while release rate of phosphorus decreased because of competition between denitrifying bacteria and phosphorus accumulating microbial granule(PAOs) for carbon source. The results of batch tests at various NO2--N concentration and at different pH showed that FNA, rather nitrite, had a strong stimulation effect on P-release and the rate of P-release increased by 4 times when FNA concentration was higher than 0.004 mg HNO2-N·L-1. Meanwhile, FNA had obvious suppression on absorption of VFA and synthesis of PHA, and the absorption rate and synthesis mass decreased by 53% and 70%, respectively. Based on analysis of energy generation and metabolism of PAOs as well as toxic action of nitrite, the mechanism stimulating P-release of FNA was, in presence of free nitrous acid, that PAOs was required to release more energy to provide adequate proton motive force(pmf). © All Rights Reserved.

Keyword:

Nitrates pH effects Wastewater treatment Carbon Granulation Inorganic acids Molar ratio Granular materials Anoxic water Nitrogen oxides Phosphorus Volatile fatty acids Biological water treatment Bacteria Denitrification

Author Community:

  • [ 1 ] [Wu, Lei]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Peng, Yongzhen]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Wang, Shuying]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Liu, Xu]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Li, Lingyun]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, College of Environmental and Energy Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

CIESC Journal

ISSN: 0438-1157

Year: 2011

Issue: 9

Volume: 62

Page: 2608-2614

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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