臭氧氧化对ASBR/SBR工艺SBR段污泥和上清液的性质影响

何赞; 王海燕; 田华菡; 赵林林; 汪莉; 周岳溪

环境工程学报

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何赞, 王海燕, 田华菡, 赵林林, 汪莉, 周岳溪. 臭氧氧化对ASBR/SBR工艺SBR段污泥和上清液的性质影响[J]. 环境工程学报, 2011, 5(5): 1151-1156.

引用本文:

何赞, 王海燕, 田华菡, 赵林林, 汪莉, 周岳溪. 臭氧氧化对ASBR/SBR工艺SBR段污泥和上清液的性质影响[J]. 环境工程学报, 2011, 5(5): 1151-1156.

He Zan, Wang Haiyan, Tian Huahan, Zhao Linlin, Wang Li, Zhou Yuexi. Influence of ozonation on SBR sludge characteristics and supernatant in the combined ASBR-SBR process[J]. Chinese Journal of Environmental Engineering, 2011, 5(5): 1151-1156.

Citation:

He Zan, Wang Haiyan, Tian Huahan, Zhao Linlin, Wang Li, Zhou Yuexi. Influence of ozonation on SBR sludge characteristics and supernatant in the combined ASBR-SBR process[J]. Chinese Journal of Environmental Engineering, 2011, 5(5): 1151-1156.

臭氧氧化对ASBR/SBR工艺SBR段污泥和上清液的性质影响

1.
中国环境科学研究院水污染控制技术研究中心，北京 100012； 2.北京科技大学土木与环境工程学院，北京 100083
3.
中国水电顾问集团成都勘测设计研究院，成都 610072
2.
北京科技大学土木与环境工程学院，北京 100083
基金项目:
中国环境科学研究院中央级公益性科研院所基本科研业务专项（2007KYYW10）
中图分类号: X705

Influence of ozonation on SBR sludge characteristics and supernatant in the combined ASBR-SBR process

3.
Chengdu Hydropower Investigation Design & Research Institute， Chengdu 610072，China
2.
School of Civil and Environmental Engineering，University of Scince and Technology Beijing，Beijing 100083，China
Fund Project:

摘要: 研究了臭氧氧化对ASBR/SBR工艺中SBR段污泥性质和上清液的影响。结果表明，当臭氧投加量为0～0.349 g O3/g MLSS时，随着施加臭氧浓度的不断增加， MLSS、MLVSS和污泥的生物活性明显降低，但污泥的沉淀性却增强了。污泥上清液中，TN、NH+4-N、NO-3-N、PO3-4-P和多糖浓度均随着臭氧投加量的增加而增加，最高分别可达232.4、130.3、23.9和23.8 mg/L；TOC和SCOD浓度在臭氧投加量为0.27 g O3/g MLSS达到最大，分别为3 255 mg/L和1 259.25 mg/L，而后稍许降低后趋于平缓分别保持在3 121.5 mg/L和1 202.8 mg/L。当臭氧投量分别增加到0.016 g O3/g MLSS和0.057 g O3/g MLSS时，NO-2-N和蛋白质浓度分别达到最大值9.97 mg/L和563.2 mg/L，而后两者浓度开始降低，最终分别降为4.3 mg/L和472.1 mg/L；在整个臭氧破解污泥过程中，溶液的pH值在逐渐降低，最后表现为弱酸性。
- 臭氧 /
- SBR污泥 /
- 上清液
Abstract: The influence of ozonation on the SBR sludge characteristics and supernatant in the combined ASBR-SBR process was investigated in this study. The results showed as the follows: with the increase of ozone dosage from 0 to 0.349 g O3/g MLSS， the sludge settleability also increased， however， the SBR MLSS，MLVSS，and sludge bioactivity all decreased obviously. Among the sludge supernatant， the concentrations of TN，NH+4-N，NO-3-N，PO3-4-P and polysaccharide also increased to the maximum value，i.e. 232.4 mg/L，130.3 mg/L，23.9 mg/L and 23.8 mg/L， respectively，with the ozone dosage increase. When the ozone dosage arrived at 0.27 g O3/g MLSS，the supernatant TOC and SCOD concentration also arrived at the maximum value，i.e. 3 255 mg/L and 1 259.25 mg/L. Then the supernatant TOC and SCOD concentration slightly declined and kept at 3 121.5 mg/L and 1 202.8mg/L. When the ozone dosage was 0.016 g O3/g MLSS and 0.057 g O3/g MLSS， the NO-2-N and protein concentrations arrived at the maximum 9.97 mg/L and 563.2 mg/L accordingly. Then the NO-2-N and protein concentrations were reduced to 4.3 mg/L and 472.1 mg/L，respectively at the final ozone dosage. In the whole experimental sludge reduction process，the sludge supernatant pH value gradually declined to the subacidity.
- ozone /
- SBR sludge /
- supernatant

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何赞, 王海燕, 田华菡, 赵林林, 汪莉, 周岳溪. 臭氧氧化对ASBR/SBR工艺SBR段污泥和上清液的性质影响[J]. 环境工程学报, 2011, 5(5): 1151-1156.

引用本文:

何赞, 王海燕, 田华菡, 赵林林, 汪莉, 周岳溪. 臭氧氧化对ASBR/SBR工艺SBR段污泥和上清液的性质影响[J]. 环境工程学报, 2011, 5(5): 1151-1156.

Citation:

臭氧氧化对ASBR/SBR工艺SBR段污泥和上清液的性质影响

1. 中国环境科学研究院水污染控制技术研究中心，北京 100012； 2.北京科技大学土木与环境工程学院，北京 100083
3. 中国水电顾问集团成都勘测设计研究院，成都 610072
2. 北京科技大学土木与环境工程学院，北京 100083

收稿日期: 2009-12-31

基金项目:

中国环境科学研究院中央级公益性科研院所基本科研业务专项（2007KYYW10）

关键词:

臭氧 /
SBR污泥 /
上清液

摘要: 研究了臭氧氧化对ASBR/SBR工艺中SBR段污泥性质和上清液的影响。结果表明，当臭氧投加量为0～0.349 g O3/g MLSS时，随着施加臭氧浓度的不断增加， MLSS、MLVSS和污泥的生物活性明显降低，但污泥的沉淀性却增强了。污泥上清液中，TN、NH+4-N、NO-3-N、PO3-4-P和多糖浓度均随着臭氧投加量的增加而增加，最高分别可达232.4、130.3、23.9和23.8 mg/L；TOC和SCOD浓度在臭氧投加量为0.27 g O3/g MLSS达到最大，分别为3 255 mg/L和1 259.25 mg/L，而后稍许降低后趋于平缓分别保持在3 121.5 mg/L和1 202.8 mg/L。当臭氧投量分别增加到0.016 g O3/g MLSS和0.057 g O3/g MLSS时，NO-2-N和蛋白质浓度分别达到最大值9.97 mg/L和563.2 mg/L，而后两者浓度开始降低，最终分别降为4.3 mg/L和472.1 mg/L；在整个臭氧破解污泥过程中，溶液的pH值在逐渐降低，最后表现为弱酸性。

English Abstract

Influence of ozonation on SBR sludge characteristics and supernatant in the combined ASBR-SBR process

3. Chengdu Hydropower Investigation Design & Research Institute， Chengdu 610072，China
2. School of Civil and Environmental Engineering，University of Scince and Technology Beijing，Beijing 100083，China

Received Date: 2009-12-31

Fund Project:

Keywords:

ozone /
SBR sludge /
supernatant

Abstract: The influence of ozonation on the SBR sludge characteristics and supernatant in the combined ASBR-SBR process was investigated in this study. The results showed as the follows: with the increase of ozone dosage from 0 to 0.349 g O3/g MLSS， the sludge settleability also increased， however， the SBR MLSS，MLVSS，and sludge bioactivity all decreased obviously. Among the sludge supernatant， the concentrations of TN，NH+4-N，NO-3-N，PO3-4-P and polysaccharide also increased to the maximum value，i.e. 232.4 mg/L，130.3 mg/L，23.9 mg/L and 23.8 mg/L， respectively，with the ozone dosage increase. When the ozone dosage arrived at 0.27 g O3/g MLSS，the supernatant TOC and SCOD concentration also arrived at the maximum value，i.e. 3 255 mg/L and 1 259.25 mg/L. Then the supernatant TOC and SCOD concentration slightly declined and kept at 3 121.5 mg/L and 1 202.8mg/L. When the ozone dosage was 0.016 g O3/g MLSS and 0.057 g O3/g MLSS， the NO-2-N and protein concentrations arrived at the maximum 9.97 mg/L and 563.2 mg/L accordingly. Then the NO-2-N and protein concentrations were reduced to 4.3 mg/L and 472.1 mg/L，respectively at the final ozone dosage. In the whole experimental sludge reduction process，the sludge supernatant pH value gradually declined to the subacidity.

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臭氧氧化对ASBR/SBR工艺SBR段污泥和上清液的性质影响

Influence of ozonation on SBR sludge characteristics and supernatant in the combined ASBR-SBR process

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臭氧氧化对ASBR/SBR工艺SBR段污泥和上清液的性质影响

English Abstract

Influence of ozonation on SBR sludge characteristics and supernatant in the combined ASBR-SBR process

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