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采用混凝、芬顿氧化和曝气生物滤池联合工艺对垃圾渗滤液进行深度处理的中试研究。

Pilot study on the advanced treatment of landfill leachate using a combined coagulation, fenton oxidation and biological aerated filter process.

作者信息

Wang Xiaojun, Chen Sili, Gu Xiaoyang, Wang Kaiyan

机构信息

School of Environmental Science and Engineering, South China University of Technology, People's Republic of China.

出版信息

Waste Manag. 2009 Apr;29(4):1354-8. doi: 10.1016/j.wasman.2008.10.006. Epub 2008 Dec 9.

Abstract

Mature landfill leachate is typically non-biodegradable. A combination process was developed that includes coagulation, Fenton oxidation, and biological aerated filtering to treat biologically-produced effluent. In this process, coagulation and Fenton oxidation were applied in order to reduce chemical oxygen demand (COD) organic load, and enhance biodegradability. Poly-ferric sulfate (PFS) at 600 mgl(-1) was found to be a suitable dosage for coagulation. For Fenton oxidation, an initial pH of 5, a total reaction time of 3h, and an H(2)O(2) dosage of 5.4mmoll(-1), with a (H(2)O(2))/n(Fe(2+)) ratio of 1.2 and two-step dosing were selected to achieve optimal oxidation. Under these optimal coagulation and Fenton oxidation conditions, the COD removal ratios were found to be 66.67% and 56%, respectively. Following pretreatment with coagulation and Fenton oxidation, the landfill leachate was further treated using a biological aerated filter (BAF). Our results show that COD was reduced to 75mgl(-1), and the color was less than 10 degrees.

摘要

成熟的垃圾渗滤液通常不可生物降解。开发了一种联合处理工艺,包括混凝、芬顿氧化和曝气生物过滤,以处理生物产生的废水。在该工艺中,采用混凝和芬顿氧化以降低化学需氧量(COD)有机负荷,并提高生物降解性。发现600mgL(-1)的聚硫酸铁(PFS)是合适的混凝剂量。对于芬顿氧化,选择初始pH为5、总反应时间为3h、H(2)O(2)剂量为5.4mmolL(-1)、(H(2)O(2))/n(Fe(2+))比为1.2以及两步投加来实现最佳氧化。在这些最佳混凝和芬顿氧化条件下,发现COD去除率分别为66.67%和56%。经过混凝和芬顿氧化预处理后,垃圾渗滤液再用曝气生物滤池(BAF)进一步处理。我们的结果表明,COD降至75mgL(-1),颜色小于10度。

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