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    无机盐与表面活性剂对菲在黄土上吸附/解吸行为的联合影响

    吴耀国 张小燕 胡思海 卢聪

    吴耀国, 张小燕, 胡思海, 卢聪, 2012. 无机盐与表面活性剂对菲在黄土上吸附/解吸行为的联合影响. 地球科学, 37(2): 319-326. doi: 10.3799/dqkx.2012.036
    引用本文: 吴耀国, 张小燕, 胡思海, 卢聪, 2012. 无机盐与表面活性剂对菲在黄土上吸附/解吸行为的联合影响. 地球科学, 37(2): 319-326. doi: 10.3799/dqkx.2012.036
    WU Yao-guo, ZHANG Xiao-yan, HU Si-hai, LU Cong, 2012. Jointed Effects of Inorganic Salts and Sodium Dodecylbenzene Sulfonate (SDBS) on Sorption and Adsorption of Phenanthrene in Loess Soils. Earth Science, 37(2): 319-326. doi: 10.3799/dqkx.2012.036
    Citation: WU Yao-guo, ZHANG Xiao-yan, HU Si-hai, LU Cong, 2012. Jointed Effects of Inorganic Salts and Sodium Dodecylbenzene Sulfonate (SDBS) on Sorption and Adsorption of Phenanthrene in Loess Soils. Earth Science, 37(2): 319-326. doi: 10.3799/dqkx.2012.036

    无机盐与表面活性剂对菲在黄土上吸附/解吸行为的联合影响

    doi: 10.3799/dqkx.2012.036
    基金项目: 

    国家自然科学基金 40872164

    详细信息
      作者简介:

      吴耀国(1967-), 男, 教授, 博士生导师, 主要从事水文地球化学研究.E-mail: wuygal@nwpu.edu.cn

    • 中图分类号: P641.3

    Jointed Effects of Inorganic Salts and Sodium Dodecylbenzene Sulfonate (SDBS) on Sorption and Adsorption of Phenanthrene in Loess Soils

    • 摘要: 以NaCl和MgCl2、十二烷基苯磺酸钠(SDBS)分别作为无机盐、表面活性剂的代表, 研究两者共存对菲在黄土中吸附/解吸行为联合影响的特点及其形成机制.结果表明, NaCl(≥0.1 mol/L)、MgCl2或SDBS的单独介入, 可缩短吸附平衡时间、增加吸附容量等, 即对吸附具促进作用, 随着介入浓度的升高, 促进作用越明显, 促进能力为MgCl2>SDBS>NaCl; 不改变吸附模式, 仍较好地符合F型与H型.NaCl与MgCl2同时介入, 对菲吸附的影响仍表现为促进作用, 呈现相加作用的特点, 且随着MgCl2浓度的升高, 促进作用更明显.NaCl(或及MgCl2)与SDBS的同时介入对吸附的联合影响, 总体上表现为相加作用, 但还呈拮抗作用的特点, 尤其MgCl2浓度较高时.NaCl或(及)MgCl2的存在, 或与SDBS共存时, 与纯水相比, 菲的解吸速度较快、解吸率较高、平衡时间较短, 且无滞后效应.可见, 无机盐与表面活性剂同时适量介入, 以强化菲等污染地下水系统的修复功效具一定的可行性.

       

    • 图  1  菲吸附动力学曲线

      Fig.  1.  Sorption isotherm curves for phenanthrene on loess soil

      图  2  NaCl介入后的吸附动力学曲线

      Fig.  2.  Sorption isotherm curves while NaCl was added

      图  3  外加无机盐NaCl浓度与Kd关系

      Fig.  3.  Relationship between Kd and NaCl concentration

      图  4  MgCl2浓度与Kd之间的关系

      Fig.  4.  Relationship between Kd and MgCl2 concentration

      图  5  加入SDBS后的吸附动力学曲线

      Fig.  5.  Sorption isotherm curves while SDBS was added

      图  6  解吸动力学曲线

      Fig.  6.  Adsorption isotgherm curves

      表  1  供试黄土的基本理化性质

      Table  1.   Basic characteristics of the studied loess soil

      pH HCO3-(g/kg) Cl-(g/kg) Corg(mg/g) CEC(cmol/kg)
      8.00 7.664 7.36 0.102 3.23
      注:CEC.阳离子交换容量.
      下载: 导出CSV

      表  2  菲吸附等温线拟合系数

      Table  2.   Coefficients in Sorption isotherm equations

      CNaCl(mol/L) F型 H型
      n lnKf R2 Kd R2
      0.0 0.66 5.3 0.990 128.34 0.997
      注:lnQe=lnKf +1/n lnCe.
      下载: 导出CSV

      表  3  加入NaCl后菲的吸附等温线拟合系数

      Table  3.   Coefficients in sorption isotherm equations while NaCl was added

      CNaCl(mol/L) 平衡时间(h) F型 直线型
      n lnKf R2 Kd R2
      0.0 ~5 0.66 5.35 0.982 125.74 0.998
      0.001 ~4.3 0.59 5.91 0.983 102.91 0.998
      0.002 ~4.3 0.69 5.50 0.999 95.12 0.998
      0.006 ~4.3 0.69 5.32 0.983 91.5 0.995
      0.01 ~4.5 0.61 5.46 0.976 98.65 0.997
      0.1 ~7.0 0.58 6.03 0.979 160.17 0.998
      0.5 ~8.0 0.56 6.32 0.982 240.07 0.996
      下载: 导出CSV

      表  4  加入MgCl2后菲的吸附等温线拟合系数

      Table  4.   Coefficients in sorption isotherm equations while MgCl2 was added

      CMgCl2(mol/L) F型 H型
      n lnKf R2 Kd R2
      0.000 0.66 5.35 0.982 125.74 0.998
      0.001 0.74 5.94 0.966 254.32 0.996
      0.002 0.63 6.09 0.995 285.39 0.993
      0.009 0.65 6.27 0.983 273.85 0.995
      下载: 导出CSV

      表  5  无机盐混合介入后菲的吸附等温线拟合系数

      Table  5.   Coefficients in sorption isotherm equations while NaCl and MgCl2 were added

      混合比例 F型 H型
      n lnKf R2 Kd R2
      0∶10 0.59 5.91 0.983 196.28 0.998
      1∶9 0.56 5.79 0.988 187.49 0.958
      2∶8 0.86 5.24 0.968 143.39 0.991
      8∶2 0.54 5.76 0.979 151.03 0.997
      10∶0 0.61 6.30 0.967 186.16 0.998
      注:混合比例为MgCl2∶NaCl.
      下载: 导出CSV

      表  6  加入SDBS后菲的吸附等温线拟合系数

      Table  6.   Coefficients in sorption isotherm equations while SDBS was added

      CSDBS(CMC) F型 H型
      n lnKf R2 Kd R2
      0.00 0.66 5.35 0.982 125.74 0.998
      0.01 0.60 5.32 0.995 135.54 0.977
      0.025 0.51 5.42 0.977 136.47 0.985
      0.05 0.68 5.45 0.955 139.36 0.987
      下载: 导出CSV

      表  7  无机金属盐与表面活性剂对菲吸附影响联合作用的实验条件与结果

      Table  7.   Conditions and results of the tests with mixture of salts and SDBS added

      实验条件 Q(μg/g) Kd
      超纯水+0.006 mol/LNaCl+0.01 CMC(SDBS) 10.60 167.41
      超纯水+0.002 mol/LMgCl2+0.01 CMC(SDBS) 10.49 264.98
      超纯水+0.009 mol/LMgCl2+0.01 CMC(SDBS) 11.92 285.87
      超纯水+0.006 mol/L(NaCl/MgCl28∶2)+0.01 CMC(SDBS) 11.83 183.96
      超纯水+0.006 mol/L(NaCl/MgCl21∶9)+0.01 CMC(SDBS) 12.44 227.03
      下载: 导出CSV

      表  8  SDBS与无机盐共存时黄土对菲吸附的等温线拟合结果

      Table  8.   Coefficients in sorption isotherm equations while mixture of salts and SDBS was added

      0.01CMC SDBS+盐 F型 H型
      n lnKf R2 Kd R2
      0.006 mol/L NaCl 0.62 5.58 0.995 172.42 0.995
      0.002 mol/L MgCl2 0.54 6.25 0.972 246.98 0.953
      NaCl∶MgCl2=1∶9 0.61 6.12 0.970 227.03 0.961
      下载: 导出CSV
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    • 收稿日期:  2010-09-15
    • 刊出日期:  2012-03-15

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