Page 190 - 《精细化工》2022年第8期
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第 39 卷第 8 期                             精   细   化   工                                  Vol.39, No.8
             2022 年 8 月                              FINE CHEMICALS                                 Aug.  2022


              水处理技术与环境保护
                         好氧颗粒污泥对钇离子的吸附-解吸性能



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                       曾敏静 ,程媛媛 ,曾   玉 ,李正昊 ,吴俊峰 ,龙   焙
                 (1.  江西理工大学  土木与测绘工程学院,江西  赣州  341000;2.  河南省水体污染防治与修复重点实验
                 室,河南  平顶山  467036)
                                                        3+
                 摘要:探究了好氧颗粒污泥(AGS)对钇离子(Y )的吸附-解吸效果。相比于搅拌及振荡,曝气混合下 AGS
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                 具有更好的 Y 吸附效果,80%以上的吸附在前 10 min 完成。当初始 Y 质量浓度≤50 mg/L 时,AGS 能完全吸
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                 附废水中 Y 。H 、Na 和 Pb 会与 Y 竞争 AGS 上的吸附位点,导致吸附率减小。0.6~1.0 mm 的 AGS 吸附量
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                 最大,经过人工破碎后,2.4~3.0 mm 的 AGS 吸附量增大约 15%。AGS 对 Y 吸附动力学符合伪二级动力学模型
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                 (R =0.99),表明化学吸附起主导作用,颗粒内扩散是影响吸附速率的主要因素。AGS 对 Y 吸附热力学符合
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                 Langmuir 模型(R =0.9849),表明吸附过程是一个单分子层吸附过程,拟合得到最大吸附量为 24.39 mg/g MLSS
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                 (MLSS 为污泥)。XPS 表征发现,参与吸附官能团有酯基、羧基、氨基,同时 Y 与 K 进行离子交换。HNO 3
                 的单次解吸率(99.8%)明显高于 NH 4 Cl(63.2%),但 5 次吸附-解吸附循环后,HNO 3 解吸率降至 10%,NH 4 Cl
                 解吸率仍维持在 50%。
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                 关键词:好氧颗粒污泥;钇离子(Y );吸附;解吸附;吸附机理;水处理技术
                 中图分类号:X703.1      文献标识码:A      文章编号:1003-5214 (2022) 08-1690-09
                                Adsorption-desorption performances of aerobic
                                          granular sludge for yttrium ion
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                    ZENG Minjing , CHENG Yuanyuan , ZENG Yu , LI Zhenghao , WU Junfeng , LONG Bei
                 (1. School of Civil and  Surveying  &  Mapping Engineering, Jiangxi University of Science and  Technology, Ganzhou
                 341000, Jiangxi, China; 2. Henan Province Key Laboratory of Water Pollution Control and Rehabilitation Technology,
                 Pingdingshan 467036, Henan, China)
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                 Abstract: The adsorption-desorption performances of aerobic granular sludge (AGS) for yttrium ion (Y )
                 under different reaction conditions were investigated, of which adsorption effect under aeration, with more
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                 than 80% of Y  adsorbed in the first 10 min, was higher than that under agitation and oscillation conditions.
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                 It was also found that AGS could adsorb all Y from wastewater when the initial mass concentration of Y 3+
                 was less than or equal 50 mg/L. However, adsorption efficiency would decrease due to competition for the
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                 adsorption sites on AGS by H , Na  and Pb . Moreover, AGS with particle size of 0.6~1.0 mm exhibited
                 maximum adsorption capacity while that in 2.4~3.0 mm, when crushed manually, showed an increase of
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                 about 15% in adsorption capacity. The adsorption kinetics of AGS to Y  was  fitted to the pseudo-
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                 second-order model  (R =0.99), indicating  that chemisorption played a  dominant role with intra-particle
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                 diffusion the main factor affecting the adsorption rate. The thermodynamics of adsorption of AGS to Y
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                 was consistent with Langmuir model (R =0.9849), showing that the adsorption process was a monolayer
                 adsorption process with the fitted maximum adsorption capacity 24.39 mg/g MLSS(MLSS represents
                 sludge). Meanwhile,  XPS characterization displayed that the functional groups contributing to the
                 adsorption were mainly ester group, carboxyl group and amino group as well as ion exchange between Y 3+
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                 and K . For desorption, the single desorption efficiency of HNO 3 (99.8%) was significantly higher than that

                 收稿日期:2022-03-03;  定用日期:2022-05-19; DOI: 10.13550/j.jxhg.20220179
                 基金项目:国家自然科学基金(52060007);江西省教育厅科技项目(GJJ190502);江西理工大学研究生创新专项资金项目(XY2021-
                 S024);江西省大学生创新训练计划项目(S202110407051);河南省水体污染防治与修复重点实验室开放基金(CJSP2021004)
                 作者简介:曾敏静(1998—),男,硕士生,E-mail:836298052@qq.com。联系人:龙   焙(1986—),男,副教授,E-mail: 17770132146@
                 189.cn。
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