Anoxic biological phosphorus uptake in A2O process

被引:0
|
作者
Wang, XL [1 ]
Wang, SY [1 ]
Peng, YZ [1 ]
机构
[1] Beijing Univ Technol, Key Lab Beijing Water Environm Recovery, Beijing 100022, Peoples R China
关键词
A(2)O process; nitrogen and phosphorus removal; denitrifying phosphorus removing bacteria; nitrate recirculation flow;
D O I
暂无
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
A lab-scale anaerobic-anoxic-oxic (A(2)O) process used to treat a synthetic brewage wastewater was investigated. The objectives of the study were to identify the existence of denitrifying phosphorus removing bacteria (DPB), evaluate the contribution of DPB to biological nutrient removal and enhance the denitrifying phosphorus removal in A(2)O bioreactors. Sludge analysis confirmed that the average anoxic P uptake accounted for approximately 70% the total amount of P uptake, and the ratio of anoxic P uptake rate to aerobic P uptake rate was 69%. In addition nitrate concentration in the anoxic phase and different organic substrate introduced into the anaerobic phase had significant effect on the anoxic P uptake. Compared with conventional A(2)O processes, good removal efficiencies of COD, phosphorus, ammonia and total nitrogen (92.3%, 95.5%, 96% and 79.5%, respectively) could be achieved in the anoxic P uptake system, and aeration energy consumption was saved 25%. By controlling the nitrate recirculation flow in the anoxic zone, anoxic P uptake could be enhanced, which solved the competition for organic substrates among poly-P organisms.and denitrifiers successfully under the COD limiting conditions. Therefore, in wastewater treatment plants the control system should be applied according to the practical situation to optimize the operation.
引用
收藏
页码:516 / 521
页数:6
相关论文
共 50 条
  • [1] Anoxic biological phosphorus uptake and the effect of excessive aeration on biological phosphorus removal in the A2O process
    Peng, YZ
    Wang, XL
    Li, BK
    [J]. DESALINATION, 2006, 189 (1-3) : 155 - 164
  • [2] Anoxic Biological Phosphorus Uptake in A~2O Process
    王晓莲
    彭永臻
    王淑莹
    [J]. Chinese Journal of Chemical Engineering, 2005, (04) : 516 - 521
  • [3] Effect of Carbon Source on Biological Nitrogen and Phosphorus Removal in an Anaerobic-Anoxic-Oxic, (A2O) Process
    Wu, Chang-Yong
    Peng, Yong-Zhen
    Li, Xiao-Ling
    Wang, Shu-Ying
    [J]. JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 2010, 136 (11): : 1248 - 1254
  • [4] Effect of Reactor Stages in Series in the Main Anoxic Section on Anoxic Phosphorus Absorption Performance of Modified A2O Process
    Yan, Bojiao
    Luo, Jing
    Wang, Xiaoling
    Lu, Hai
    [J]. WATER, 2022, 14 (24)
  • [5] Denitrifying phosphorus removal and impact of nitrite accumulation on phosphorus removal in a continuous anaerobic-anoxic-aerobic (A2O) process treating domestic wastewater
    Zeng, Wei
    Li, Lei
    Yang, Ying-ying
    Wang, Xiang-dong
    Peng, Yong-zhen
    [J]. ENZYME AND MICROBIAL TECHNOLOGY, 2011, 48 (02) : 134 - 142
  • [6] BIOLOGICAL PHOSPHORUS UPTAKE UNDER ANOXIC AND AEROBIC CONDITIONS
    KERRNJESPERSEN, JP
    HENZE, M
    [J]. WATER RESEARCH, 1993, 27 (04) : 617 - 624
  • [7] Influence of wastewater composition on nitrogen and phosphorus removal and process control in A2O process
    Wang Xiaolian
    Peng Yongzhen
    Wang Shuying
    Fan Jie
    Cao Xuemei
    [J]. Bioprocess and Biosystems Engineering, 2006, 28 : 397 - 404
  • [8] Biological anoxic phosphorus removal - The dephanox process
    Bortone, G
    Saltarelli, R
    Alonso, V
    Sorm, R
    Wanner, J
    Tilche, A
    [J]. WATER SCIENCE AND TECHNOLOGY, 1996, 34 (1-2) : 119 - 128
  • [9] Influence of wastewater composition on nitrogen and phosphorus removal and process control in A2O process
    Wang Xiaolian
    Peng Yongzhen
    Wang Shuying
    Fan Jie
    Cao Xuemei
    [J]. BIOPROCESS AND BIOSYSTEMS ENGINEERING, 2006, 28 (06) : 397 - 404
  • [10] Enhancement of anoxic phosphorus uptake of denitrifying phosphorus removal process by biomass adaption
    A. Mandel
    I. Zekker
    M. Jaagura
    T. Tenno
    [J]. International Journal of Environmental Science and Technology, 2019, 16 : 5965 - 5978