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采用水力空化与芬顿反应协同预处理剩余活性污泥以增强脱水效果。

Synergetic pretreatment of waste activated sludge by hydrodynamic cavitation combined with Fenton reaction for enhanced dewatering.

作者信息

Cai Meiqiang, Hu Jianqiang, Lian Guanghu, Xiao Ruiyang, Song Zhijun, Jin Micong, Dong Chunying, Wang Quanyuan, Luo Dewen, Wei Zongsu

机构信息

School of Environmental Science and Engineering, Zhejiang Gongshang University, Hangzhou 310018, China.

School of Environmental Science and Engineering, Zhejiang Gongshang University, Hangzhou 310018, China.

出版信息

Ultrason Sonochem. 2018 Apr;42:609-618. doi: 10.1016/j.ultsonch.2017.11.046. Epub 2017 Dec 2.

Abstract

The dewatering of waste activated sludge by integrated hydrodynamic cavitation (HC) and Fenton reaction was explored in this study. We first investigated the effects of initial pH, sludge concentration, flow rate, and HO concentration on the sludge dewaterability represented by water content, capillary suction time and specific resistance to filtration. The results of dewatering tests showed that acidic pH and low sludge concentration were favorable to improve dewatering performance in the HC/Fenton system, whereas optimal flow rate and HO concentration applied depended on the system operation. To reveal the synergism of HC/Fenton treatment, a suite of analysis were implemented: three-dimensional excitation emission matrix (3-DEEM) spectra of extracellular polymeric substances (EPS) such as proteins and polysaccharides, zeta potential and particle size of sludge flocs, and SEM/TEM imaging of sludge morphology. The characterization results indicate a three-step mechanism, namely HC fracture of different EPS in sludge flocs, Fenton oxidation of the released EPS, and Fe(III) re-flocculation, that is responsible for the synergistically enhanced sludge dewatering. Results of current study provide a basis to improve our understanding on the sludge dewatering performance by HC/Fenton treatment and possible scale-up of the technology for use in wastewater treatment plants.

摘要

本研究探讨了集成水力空化(HC)和芬顿反应对剩余活性污泥的脱水效果。我们首先研究了初始pH值、污泥浓度、流速和过氧化氢浓度对以含水率、毛细吸水时间和比过滤阻力表示的污泥脱水性能的影响。脱水试验结果表明,酸性pH值和低污泥浓度有利于提高HC/芬顿系统中的脱水性能,而最佳流速和过氧化氢浓度则取决于系统运行情况。为了揭示HC/芬顿处理的协同作用,进行了一系列分析:蛋白质和多糖等胞外聚合物(EPS)的三维激发发射矩阵(3-DEEM)光谱、污泥絮体的ζ电位和粒径,以及污泥形态的扫描电子显微镜/透射电子显微镜成像。表征结果表明了一个三步机制,即污泥絮体中不同EPS的HC破碎、释放的EPS的芬顿氧化以及铁(III)的再絮凝,这是协同增强污泥脱水的原因。当前研究结果为增进我们对HC/芬顿处理污泥脱水性能的理解以及该技术在污水处理厂中可能的扩大应用提供了依据。

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