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生物炭负载硫化改性纳米零价铁去除水中的Cr(Ⅵ)

潘虹 王兴润 王雷 张羽嘉 颜湘华

潘虹,王兴润,王雷,等.生物炭负载硫化改性纳米零价铁去除水中的Cr(Ⅵ)[J].环境工程技术学报,2023,13(2):663-668 doi: 10.12153/j.issn.1674-991X.20220250
引用本文: 潘虹,王兴润,王雷,等.生物炭负载硫化改性纳米零价铁去除水中的Cr(Ⅵ)[J].环境工程技术学报,2023,13(2):663-668 doi: 10.12153/j.issn.1674-991X.20220250
PAN H,WANG X R,WANG L,et al.Experimental study on the removal of Cr(Ⅵ) from water by biochar-based sulfide modification loaded with nano-zero valent iron[J].Journal of Environmental Engineering Technology,2023,13(2):663-668 doi: 10.12153/j.issn.1674-991X.20220250
Citation: PAN H,WANG X R,WANG L,et al.Experimental study on the removal of Cr(Ⅵ) from water by biochar-based sulfide modification loaded with nano-zero valent iron[J].Journal of Environmental Engineering Technology,2023,13(2):663-668 doi: 10.12153/j.issn.1674-991X.20220250

生物炭负载硫化改性纳米零价铁去除水中的Cr(Ⅵ)

doi: 10.12153/j.issn.1674-991X.20220250
基金项目: 国家重点研发计划项目(2018YFC1802200)
详细信息
    作者简介:

    潘虹(1996—),女,硕士研究生,主要从事铬污染地下水的研究,ph96068@163.com

    通讯作者:

    王兴润(1981—),男,研究员,博士,主要从事铬污染土壤修复研究,wangxr@craes.org.cn

    王雷(1978—),男,教授,博士,主要从事固体废物处理及资源化研究,wlei@njtech.edu.cn

  • 中图分类号: X523

Experimental study on the removal of Cr(Ⅵ) from water by biochar-based sulfide modification loaded with nano-zero valent iron

  • 摘要:

    为研发治理地下水Cr(Ⅵ)污染的可行除铬材料,以碳热法制得生物炭负载纳米零价铁(BC-nZVI),并通过对BC-nZVI硫化改性制备得到改性材料(M-BC-nZVI),采用除铬容量、铬铁比(Cr/Fe)、反应活性分析M-BC-nZVI的除铬优势,通过模拟柱试验建立失效速率模型,从而推算M-BC-nZVI完全失效的除铬容量,最后与相关文献数据进行对比,分析M-BC-nZVI除Cr(Ⅵ)的应用可行性。结果表明:M-BC-nZVI材料的除铬容量、Cr/Fe、拟一级反应速率常数(kobs)分别是BC-nZVI的1.86倍、1.95倍和3.00倍,因此相对于BC-nZVI来说M-BC-nZVI更具除铬优势;各模拟柱在运行过程中无明显堵塞情况,且随着进水浓度的升高,M-BC-nZVI的失效速率常数变大。当失效除铬速率为初始除铬速率的1.0%、进水Cr(Ⅵ)浓度为5 mg/L时,除铬容量最高,可以达到12.70 mg/g;对比M-BC-nZVI与其他文献报道的铁基材料及铁基改性材料的Cr/Fe可知,M-BC-nZVI的Cr/Fe为其他文献的1.06~42.06倍,故从材料的除铬性能来看,M-BC-nZVI应用于可渗透反应墙处理地下水Cr(Ⅵ)污染可行。

     

  • 图  1  模拟柱试验

    Figure  1.  Simulated column experiment

    图  2  材料除铬容量及除铬速率对比

    Figure  2.  Comparison chart of material removal capacity and removal rate of chromium

    图  3  模拟柱每12 h的出水体积

    Figure  3.  Effluent volume of the simulated column every 12 h

    图  4  出水口Cr(Ⅵ)浓度随时间的变化

    Figure  4.  Concentration of outlet Cr(Ⅵ) as a function of time

    图  5  模拟柱除铬速率随时间的变化

    Figure  5.  Chromium removal rate of simulated column as a function of time

    表  1  模拟柱除铬速率拟合参数

    Table  1.   Fitting parameters of simulated column chromium removal rate

    反应模型模拟柱k1/h−1k2/mg−1R2
    拟一级反应1号0.011 60.800 6
    2号0.010 90.960 6
    3号0.009 00.949 0
    拟二级反应1号0.048 20.952 3
    2号0.042 20.972 7
    3号0.035 40.962 2
    下载: 导出CSV

    表  2  除铬总量与除铬容量计算结果

    Table  2.   Calculation results of total amount and capacity of chromium removal

    (失效除铬速率/初始
    除铬速率)/%
    进水Cr(Ⅵ)浓
    度/(mg/L)
    质量/g除铬总
    量/mg
    除铬容量/
    (mg/g)
    1.01511.9135.2711.37
    1011.0132.0612.01
    511.1141.0212.70
    2.51511.9109.429.20
    1011.0111.2510.11
    511.1121.7610.97
    5.01511.989.917.56
    1011.095.448.68
    511.1106.969.64
    下载: 导出CSV

    表  3  不同材料的除铬性能对比

    Table  3.   Comparison of chromium removal performance of different materials

    材料名称pH(Cr/Fe)/(mg/g)数据来源
    S-ZVICu567.50文献[19]
    Fe05.13.50文献[20]
    nZVI547.20文献[21]
    BC-nZVI4.76136.47文献[22]
    nZVI634.1文献[23]
    PSA-nZVI5.6138.80文献[24]
    nZVI(以淀粉为稳定剂)533.33文献[25]
    n-ZVI520.16 文献[25]
    M-BC-nZVI5147.20本研究
    下载: 导出CSV
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  • 收稿日期:  2022-03-15

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