Industrial Water Treatment ›› 2020, Vol. 40 ›› Issue (7): 47-50. doi: 10.11894/iwt.2019-0747

• Research and Experiment • Previous Articles     Next Articles

Micro-nano bubbles couple with ozone promoted sludge reduction and its properties analysis after oxidation

Xiaoling Yuan1,2(),Feikun Wang1,2,Yameng Wang1,2,Dengxin Li3,4   

  1. 1. College of Environmental Science and Engineering, Donghua University, Shanghai 201620, China
    2. Engineering Center for Environmental Protection and Prevention of Textile Pollution, Shanghai 201620, China
    3. College of Environmental Science and Engineering of Tongji University, Shanghai 200092, China
    4. State Key Laboratory of Pollution Control and Resource Reuse, Shanghai Institute of Pollution Control and Ecological Safety, Shanghai 200092, China
  • Received:2020-05-01 Online:2020-07-20 Published:2020-07-21

臭氧微纳气泡促进污泥减量及氧化后污泥性质研究

袁晓玲1,2(),王飞坤1,2,王雅萌1,2,李登新3,4   

  1. 1. 东华大学环境科学与工程学院, 上海 201620
    2. 东华大学国家环境保护纺织污染防治工程技术中心, 上海 201620
    3. 同济大学环境科学与工程学院污染控制与资源化研究国家重点实验室, 上海 200092
    4. 上海污染控制与生态安全研究院, 上海 200092
  • 作者简介:袁晓玲(1994-), 硕士。电话:13167056965, E-mail:yuanxiaoling137@126.com
  • 基金资助:
    国家自然科学基金委-钢铁联合研究基金资助项目(U1660107)

Abstract:

The sludge was treated by micro-nano bubbles combined with ozone oxidation technology. The effects of different factors on sludge reduction were investigated. The results show that under the condition of O3 concentration 30 mg/L, the treatment temperature 20℃, and the treatment time 55 min, the sludge reduction rate after micro-nano bubble and ordinary bubble treatment is about 15.0% and 5.3%, while the SVI, CST, MLVSS/MLSS and pH are reduced to 109 mL/g and 115.5 mL/g, 18.1 s and 20.3 s, 0.55 and 0.6, 6.18 and 6.52, respectively. Increasing the ozone concentration to some extent or reducing the initial concentration of sludge helps to increase the reduction effect.

Key words: micro-nano bubbles, ozone, sludge reduction, hydroxyl radicals

摘要:

利用微纳米气泡结合臭氧氧化技术处理污泥,考察不同因素对污泥减量化效果的影响。结果表明:在O3质量浓度为30 mg/L,20℃,处理55 min后,微纳米气泡和普通气泡处理后污泥减量率分别为15.0%、5.3%左右,SVI降至109、115.5 mL/g,CST降至18.1、20.3 s,MLVSS/MLSS降低至0.55、0.60,pH降低至6.18、6.52。一定程度上提高臭氧浓度或降低污泥初始浓度有助于提升减量效果。

关键词: 微纳米气泡, 臭氧, 污泥减量化, 羟基自由基

CLC Number: