Industrial Water Treatment ›› 2021, Vol. 41 ›› Issue (9): 81-85, 91. doi: 10.19965/j.cnki.iwt.2020-1185

• Research and Experiment • Previous Articles     Next Articles

Performance of denitrifying-nitrogen and phosphorus-removal of A2/O-BAF two-sludge system during secondary start-up

Xinlei Zhao1,2,3(),Xue Fu1,2,3,Peiyue Mao1,2,3,Min'an Zhang1,2,3,Xinbo Wu1,2,3,Juan Ma1,2,3,Yongzhi Chen1,2,3,*()   

  1. 1. School of Environmental and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
    2. Technical Center of Sewage Treatment Industry in Gansu, Lanzhou 730070, China
    3. Key Laboratory of Yellow River Water Environment in Gansu, Lanzhou 730070, China
  • Received:2021-07-11 Online:2021-09-20 Published:2021-09-28
  • Contact: Yongzhi Chen E-mail:1165046235qq.com;cyz@emails.bjut.edu.cn

A2/O-BAF反硝化脱氮除磷双污泥系统的二次启动特性

赵鑫磊1,2,3(),付雪1,2,3,毛佩玥1,2,3,张民安1,2,3,吴新波1,2,3,马娟1,2,3,陈永志1,2,3,*()   

  1. 1. 兰州交通大学环境与市政工程学院, 甘肃兰州 730070
    2. 甘肃省污水处理行业技术中心, 甘肃兰州 730070
    3. 甘肃省黄河水环境重点实验室, 甘肃兰州 730070
  • 通讯作者: 陈永志 E-mail:1165046235qq.com;cyz@emails.bjut.edu.cn
  • 作者简介:赵鑫磊(1992-), 硕士。电话: 19893171192, E-mail: 1165046235qq.com
  • 基金资助:
    国家自然科学基金项目(51668033);甘肃省自然科学基金(18JR3RA126);甘肃省高等学校特色专业-环境工程(101004);甘肃省高等学校产业支撑计划项目(2020C-38);兰州交通大学天佑创新团队(TY202005)

Abstract:

The A2/O-BAF two-sludge system was used to investigate the recovery of pollutant removal performance of activated sludge had been deposited for two month, when Vanaerobic: Vhypoxia: Vaerobic=3:5:2 and 1:3:1. The results showed that the two methods had little effect on the removal of COD and NH4+-N. Vanaerobic: Vhypoxia: Vaerobic=3:5:2 was more conducive to the recovery of the removal performance of TN and PO43--P, and the TN and PO43--P concentration of the effluent reached 14.20 mg/L and 0.42 mg/L on the 7th and 4th day respectively. The removal rates were 80.47% and 92.02%. Fitting equation analysis of anaerobic phosphorus release and anoxic/aerobic phosphorus absorption test results showed that the anaerobic release of Vanaerobic: Vhypoxia: Vaerobic=3:5:2 and the phosphorus absorption of hypoxia were higher, and the phosphorus absorption rate was faster. The Vanaerobic: Vhypoxia: Vaerobic=3:5:2 was more conducive to the rapid secondary start of the A2/O-BAF system.

Key words: A2/O-BAF two-sludge system, pool capacity ratio, secondary start-up

摘要:

采用A2/O-BAF双污泥系统,考察池容比(V厌氧V缺氧V好氧)分别为3:5:2和1:3:1时对搁置2个月的活性污泥去除污染物性能的恢复情况。结果表明,2种池容比对COD和NH4+-N的去除性能恢复影响较小。V厌氧V缺氧V好氧=3:5:2更有利于TN和PO43--P的去除性能恢复,其出水TN和PO43--P在第7天和第4天分别达到14.20 mg/L和0.42 mg/L,TN、PO43--P去除率分别为80.47%、92.02%。拟合方程分析厌氧释磷和缺/好氧吸磷的小试结果表明:V厌氧V缺氧V好氧=3:5:2的厌氧释磷量和缺氧吸磷量更高,且吸磷速率更快。即V厌氧V缺氧V好氧=3:5:2更有利于A2/O-BAF系统的二次启动。

关键词: A2/O-BAF双污泥系统, 池容比, 二次启动

CLC Number: