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以污水污泥与废煤混合制备吸附剂用于去除硝酸盐和甲基红的合成及性能评价

Synthesis and performance evaluation of adsorbents derived from sewage sludge blended with waste coal for nitrate and methyl red removal.

作者信息

Masengo John Longo, Mulopo Jean

机构信息

School of Chemical and Metallurgical Engineering, University of Witwatersrand, P/Bag 3, Wits, Johannesburg, 2050, South Africa.

出版信息

Sci Rep. 2022 Jan 31;12(1):1670. doi: 10.1038/s41598-022-05662-5.

Abstract

Low-cost adsorbents were synthesized using two types of sewage sludge: D, which was obtained during the dissolved air flotation stage, and S, which was a mixture of primary and secondary sludge from the digestion and dewatering stages. The sewage sludge was mixed with waste coal before being activated with potassium hydroxide (KOH) and oxidized with ammonium persulfate (APS). The nitrate and methyl red removal capacities of the synthesized adsorbents were evaluated and compared to those of industrial activated charcoal. The oxidation surface area of adsorbents derived from sludge S shrank by six fold after modification i.e., from 281.72 (unoxidized) to 46.573 m/g for the oxidized adsorbent with a solution of 2M ammonium peroxydisulfate, while those derived from D only varied narrowly from 312.72 to 282.22 m/g, but surface modification had no effect on inorganic composition in either case. The adsorption of nitrate and methyl red (MR) was performed in batch mode, and the removal processes followed the pseudo second order kinetic model and the Langmuir isotherm fairly well. The adsorption capacities of nitrate and MR were higher at pH = 2 and pH = 4, respectively.

摘要

使用两种类型的污水污泥合成了低成本吸附剂

D,它是在溶解气浮阶段获得的;S,它是来自消化和脱水阶段的初级和二级污泥的混合物。在使用氢氧化钾(KOH)活化并用过硫酸铵(APS)氧化之前,将污水污泥与废煤混合。评估了合成吸附剂对硝酸盐和甲基红的去除能力,并与工业活性炭的去除能力进行了比较。源自污泥S的吸附剂在改性后氧化表面积缩小了六倍,即对于用2M过二硫酸铵溶液氧化的吸附剂,从281.72(未氧化)降至46.573 m²/g,而源自D的吸附剂仅在312.72至282.22 m²/g之间有微小变化,但在这两种情况下,表面改性对无机成分均无影响。以分批模式进行硝酸盐和甲基红(MR)的吸附,去除过程相当符合准二级动力学模型和朗缪尔等温线。硝酸盐和MR的吸附容量分别在pH = 2和pH = 4时较高。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/0cc0/8803879/a42b76e42924/41598_2022_5662_Fig1_HTML.jpg

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