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改变缺氧池容积强化A^2/O工艺脱氮除磷效率
引用本文:杨雪莲,陈莹,杨文娟,黄婷,朱志华,赵剑强.改变缺氧池容积强化A^2/O工艺脱氮除磷效率[J].水处理技术,2021(1):125-129,133.
作者姓名:杨雪莲  陈莹  杨文娟  黄婷  朱志华  赵剑强
作者单位:长安大学水利与环境学院;江苏新宇天成环保有限公司
基金项目:国家自然科学基金(51778057);宁夏回族自治区重点研发计划(重点)项目(2019BFG02031)。
摘    要:采用实验室规模连续流厌氧-缺氧-好氧(A/A/O)工艺处理人工模拟生活污水,考察了不同碳氮比(C/N)和溶解氧(DO)工况下改变缺氧池容积对A^2/O工艺脱氮除磷效果的影响。结果表明,在低C/N和好氧阶段DO含量较低时,增大缺氧池容积有利于提高TN的去除率和除磷效率,在COD/ρ(TN)(ρ(TN)≈40 mg/L)约为7,DO的质量浓度在0.9~1.2 mg/L的条件下,缺氧池容积增加1倍,TN去除率可达71.1%,PO4^3--P去除率可达94.0%;在高C/N和好氧阶段DO含量较高时,增大缺氧池容积在提高TN去除率和改善出水水质方面效果不显著。

关 键 词:A^2/O  脱氮除磷  缺氧池容积  碳氮比  溶解氧

Enhanced Nitrogen and Phosphorus Removal Efficiency of A^2/O Process by Changing the Volume of Anoxic Tank
YANG Xuelian,CHEN Ying,YANG Wenjuan,HUANG Ting,ZHU Zhihua,ZHAO Jianqiang.Enhanced Nitrogen and Phosphorus Removal Efficiency of A^2/O Process by Changing the Volume of Anoxic Tank[J].Technology of Water Treatment,2021(1):125-129,133.
Authors:YANG Xuelian  CHEN Ying  YANG Wenjuan  HUANG Ting  ZHU Zhihua  ZHAO Jianqiang
Affiliation:(School of Water and Environment,Chang'an University,Key Laboratory of Underground Subsurface Hydrology and Ecological Effects in Arid Region(Chang an University),Ministry of Education:Xi'an 710054、China;Jiangsu N'SKY Environmental Protection Engineering Co..Ltd,Yixing 214214,China)
Abstract:A laboratory-scale continuous flow anaerobic/anoxic/aerobic(A/A/O)process was used to treat artificial domestic sewage.The effect of changing anoxic tank volume on nitrogen and phosphorus removal efficiency of A2/O process under different carbon nitrogen ratio(C/N)and dissolved oxygen(DO)conditions was investigated.The results showed that increasing the volume of anoxic tank was beneficial to the removal efficiency of TN and phosphorus when C/N was low and DO content was low in aerobic phase.Under the condition of COD/ρ(TN)(ρ(TN)≈40 mg/L)was about 7 and mass concentration of DO at 0.9~1.2 mg/L,the volume of the anoxic pool doubled,the TN removal rate could reach 71.1%,and the PO4^3--P removal rate could reach 94.0%.When the C/N was high and the DO content was high in aerobic phase,increasing the anoxic tank volume had no significant effect on TN removal rate and improvement of effluent quality.
Keywords:A^2/O  nitrogen and phosphorus removal  anoxic tank volume  C/N  DO
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