活性污泥对低浓度市政污水中COD吸附性能的研究
Study on Adsorption of COD in Low Strength Municipal Wastewater by Activated Sludge
DOI: 10.12677/AEP.2018.81008, PDF,  被引量    国家自然科学基金支持
作者: 常青龙, 王亚宜: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
关键词: 活性污泥吸附性能低浓度市政污水吸附等温线Activated Sludge Adsorption Performance Low Strength Municipal Wastewater Adsorption Isotherm
摘要: 通过AB(Adsorption/Bio-oxidation)法的A段可以吸附去除污水中碳源,实现对碳源的回收利用。本文研究了吸附方式、污泥浓度、pH对活性污泥吸附性能的影响及活性污泥处理低浓度市政污水吸附等温线。结果表明,活性污泥进行厌氧吸附在10 min左右达到吸附平衡,进行好氧吸附在20 min左右达到吸附平衡,好氧吸附的吸附量高于厌氧吸附;吸附率均达到50%以上。在好氧吸附条件下,污泥浓度不会影响到达吸附平衡点的时间;污泥浓度越低,吸附量越高,吸附率越低,解吸过程越迅速;活性污泥吸附量几乎不受pH值的影响;pH越高,活性污泥的解吸过程越迅速。活性污泥对市政污水中化学需氧量(COD)的吸附等温线既符合Freundlich型,也符合Langmuir型。Freundlich型吸附等温线的吸附常数n在1~10之间,表明活性污泥是良好的吸附剂。
Abstract: The Adsorption/Bio-oxidation (A/B) process can be used to recycle carbon source by adsorbing the carbon source in wastewater. In this paper, the influence of adsorption mode, sludge concentration and pH on Adsorption Properties of activated sludge was studied. Besides, the adsorption isotherm of treating low strength municipal wastewater by activated sludge was investigated. The results showed that the anaerobic adsorption of activated sludge reached adsorption equilibrium point after about 10 min, and the aerobic adsorption reached after about 20 min. The adsorption capacity of aerobic sludge was higher than that of anaerobic adsorption, and the adsorption efficiencies of them were above 50%. In aerobic adsorption conditions, sludge concentration didn’t affect the time of reaching the equilibrium point; the lower the sludge concentration was, the higher the adsorption capacity was, the lower the adsorption efficiency was, and the more quickly the desorption process was; pH can hardly affect the activated sludge adsorption capacity of activated sludge; the higher the pH was, the more quickly the desorption process was. The adsorption isotherm of activated sludge absorbing the chemical oxygen demand (COD) in low strength mu-nicipal wastewater fit well both the Freundlich equation and the Langmuir equation. The adsorp-tion constant n of the Freundlich equation was between 1~10, which indicated that activated sludge was a good adsorbent.
文章引用:常青龙, 王亚宜. 活性污泥对低浓度市政污水中COD吸附性能的研究[J]. 环境保护前沿, 2018, 8(1): 58-66. https://doi.org/10.12677/AEP.2018.81008

参考文献

[1] van Loosdrecht, M.C. and Brdjanovic, D. (2014) Water Treatment. Anticipating the Next Century of Wastewater Treatment. Science, 344, 1452. < [Google Scholar] [CrossRef
[2] 郝晓地, 金铭, 胡沅胜. 荷兰未来污水处理新框架--NEWs及其实践[J]. 中国给水排水, 2014(20): 7-15.
[3] Boehnke, B., Schulze-Rettmer, R. and Zuckut, S.W. (1998) Cost-Effective Reduction of High-Strength Wastewater by Adsorption-Based Activated Sludge Technology. Water Engineering Management, 145, 31-34.
[4] 马田力. 污水中有机碳资源回用技术研究[D]: [硕士学位论文]. 济南: 山东建筑大学, 2017.
[5] 何国富, 华光辉, 张波, 韩启涛, 胡玉秀. AB法工艺的水处理功能及其局限性[J]. 青岛建筑工程学院学报, 2001(1): 69-72.
[6] Miller, M.W., et al. (2017) Controlling the COD Removal of an A-Stage Pilot Study with Instrumentation and Automatic Process Control. Water Science and Technology, 75, 2669-2679. < [Google Scholar] [CrossRef
[7] 张统, 傅国伟, 刘存礼, 李星文. 生物吸附氧化法(AB法)的理论和实践[J]. 环境污染与防治, 1993(4): 28-32 + 48.
[8] 周健, 龙腾锐. AB法A段机理及动力学研究现状[J]. 重庆建筑大学学报, 1999(6): 39-44.
[9] 年跃刚, 顾国维. AB工艺的运行机理[J]. 给水排水, 1995(10): 5-8 + 3.
[10] Versprille, A.I., Zuurveen, B. and Th, S. (1985) The A-B Process: A Novel Two Stage Wastewater Treatment System. Water Science & Technology, 17, 235-246.
[11] 国家环境保护总局. HJ/T 399-2007. 水质 化学需氧量的测定 快速消解分光光度法[S].
[12] 张自杰. 排水工程(下册)[M]. 第三版. 北京: 中国建筑工业出版社, 1996.
[13] 尤作亮, 蒋展鹏, 师绍琪, 祝万鹏. 强化一级处理污泥的吸附性能研究[J]. 环境科学, 1999(4): 25-28.
[14] 李鑫, 蒋白懿, 孙志民, 徐晓然. 活性污泥对垃圾渗滤液吸附等温线的研究[J]. 辽宁化工, 2010(2): 157-159 + 163.
[15] 李冰璟, 刘绍根, 倪丙杰, 王育来, 徐得潜. 活性污泥生物吸附性能的研究[J]. 安徽建筑工业学院学报(自然科学版), 2006(4): 77-80.
[16] 戴树桂. 环境化学[M]. 北京: 高等教育出版社, 1995.
[17] 范瑾初, 金兆丰. 水质工程[M]. 北京: 中国建筑工业出版社, 2009.
[18] Aksu, Z. and Gönen, F. (2004) Biosorption of Phenol by Immobilized Activated Sludge in a Continuous Packed Bed: Prediction of Breakthrough Curves. Process Biochemistry, 39, 599-613. < [Google Scholar] [CrossRef
[19] Treybal and Robert Ewald (1980) Mass-Transfer Operations. 3rd Edition, McGraw-Hill, New York.