Page 193 - 《精细化工》2020年第2期
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第 38 卷第 2 期                             精   细   化   工                                  Vol.38, No.2
             202 1 年 2 月                             FINE CHEMICALS                                 Feb.  2021


              水处理技术与环境保护
                  硝酸改性污泥基生物炭除 U(Ⅵ)效果及机理分析



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                       莫官海 ,农海杜 ,胡   青 ,谢水波 ,刘红娟 ,曾涛涛
                 (1.  南华大学  污染控制与资源化技术湖南省高校重点实验室,湖南  衡阳  421001;2.  南华大学  核科学
                 技术学院,湖南  衡阳  421001)
                 摘要:以城市污泥为原料制备出污泥基生物炭(SSB),并通过硝酸酸化处理得到硝酸改性污泥基生物炭
                 (SSB-AO),探究了 SSB-AO 投加量、溶液初始 pH、离子强度、吸附时间、U(Ⅵ)初始质量浓度以及吸附温度
                 对 SSB-AO 去除 U(Ⅵ)的影响,通过 SEM-EDS、FTIR 及 XPS 分析 SSB-AO 对 U(Ⅵ)的去除机理。结果表明:
                 SSB-AO 对 U(Ⅵ)的吸附符合拟二级动力学模型,吸附过程以化学吸附为主;等温吸附过程符合 Langmuir 模型。
                 在 30  ℃、NaNO 3 浓度为 0.01 mol/L、吸附时间 300 min、初始 pH=6、U(Ⅵ)初始质量浓度为 10~100 mg/L 及 SSB-AO
                 投加量为0.6 g/L的条件下,SSB-AO去除U(Ⅵ)的理论最大吸附量为80.34 mg/g;通过5次吸附-解吸实验,SSB-AO
                 对 U(Ⅵ)的去除率保持在 88%以上,说明 SSB-AO 具有良好的重复使用性;SSB-AO 去除 U(Ⅵ)的机理为 SSB-AO
                 内层络合作用、静电作用以及离子交换。SSB-AO 能有效地提高对 U(Ⅵ)的吸附能力,该研究为处理含 U(Ⅵ)废
                 水提供借鉴。
                 关键词:酸化;污泥基生物炭;放射性废水;U(Ⅵ);机理;水处理技术
                 中图分类号:X703      文献标识码:A      文章编号:1003-5214 (2021) 02-0395-09



                             U(Ⅵ) removal efficiency and mechanism by acidified

                                          sewage sludge-derived biochar

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                     MO Guanhai , NONG Haidu , HU Qing , XIE Shuibo , LIU Hongjuan , ZENG Taotao
                 (1. Hunan Province Key Laboratory of Pollution Control and Resource Reuse Technology, University of South China,
                 Hengyang 421001, Hunan, China; 2. School of Nuclear Science and Technology, University of South China, Hengyang
                 421001, Hunan, China)
                 Abstract: Sewage sludge-derived biochar (SSB) was prepared from sewage sludge and then modified by
                 nitric acid to obtain acidified sewage sludge-derived biochar (SSB-AO). The effects of SSB-AO dosage,
                 initial pH of solution, coexisting ions strength, adsorption time, initial mass concentration of U(Ⅵ) and
                 adsorption temperature on the removal of U(Ⅵ) by SSB-AO were investigated. The removal mechanism
                 was analyzed by SEM-EDS, FTIR and XPS. The results showed that the adsorption of U(Ⅵ) by SSB-AO
                 was in accordance with the pseudo second-order kinetic model, and the adsorption progress was mainly
                 chemical adsorption. The isotherm adsorption  process  was conformed to Langmuir model.  Under the
                 conditions of 30 ℃, 0.01 mol/L NaNO 3, adsorption time of 300 min,initial pH of 6, initial U(Ⅵ) mass
                 concentration  in range  of  10~100 mg/L  and SSB-AO  dosage of  0.6 g/L, the theoretical maximum
                 adsorption capacity of SSB-AO to U(Ⅵ) was 80.34 mg/g. The adsorption efficiency of SSB-AO was more
                 than 88% after five adsorption desorption  tests, indicating that SSB-AO  had excellent reusability. The
                 mechanism of U(Ⅵ) removal by SSB-AO included inner surface complexation, electrostatic adsorption and
                 ion exchange. SSB-AO can effectively improve the adsorption capacity of  U(Ⅵ), which provides a
                 reference for the treatment of wastewater containing U(Ⅵ).
                 Key words: acidification; sewage sludge-derived  biochar; radioactive wastewater;  U(Ⅵ); mechanism;
                 water treatment technology


                 收稿日期:2020-07-08;  定用日期:2020-09-14; DOI: 10.13550/j.jxhg.20200612
                 基金项目:湖南省教育厅创新平台开放基金项目(19K081)
                 作者简介:莫官海(1994—),男,硕士生,E-mail:1269683703@qq.com。联系人:曾涛涛(1985—),男,副教授,E-mail:biowater@126.com。
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