Temperature-driven migration of heavy metal Pb2+ along with moisture movement in unsaturated soils

被引:242
作者
Bai, Bing [1 ]
Xu, Tao [1 ]
Nie, Qingke [2 ]
Li, Pengpeng [1 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, 3 Shangyuanchun, Beijing 100044, Peoples R China
[2] Hebei Res Inst Construct & Geotech Invest Co Ltd, 58 Jianhua South St, Shijiazhuang 050031, Hebei, Peoples R China
基金
中国国家自然科学基金;
关键词
Unsaturated soil; Hysteretic effect; Moisture movement; Heavy metal; Temperature; NUMERICAL-SIMULATION; COUPLED HEAT; HYSTERESIS; TRANSPORT; WATER; BEHAVIOR; MODEL; MASS; CONDUCTIVITY; FLOW;
D O I
10.1016/j.ijheatmasstransfer.2020.119573
中图分类号
O414.1 [热力学];
学科分类号
摘要
Nonlinear coupled heat-moisture-contaminant transport equations are established to analyze the temperature-driven movement of moisture and migration of heavy metal Pb2+ in unsaturated soils. A new soil-water characteristic curve (SWCC) with hysteretic effects is constructed, which can directly give the scanning curve equations starting from any point on the boundary curves without introducing a new equation or new parameters. The theoretical results demonstrate good agreement with the results of laboratory tests in a soil column and satisfactorily verify the hysteretic effects of moisture movement induced by thermal cycling. Due to the obvious driving effect of the temperature gradient, the moisture in the soil column gradually moves to a distant point and develops a nonuniform distribution. Finally, the driving potential of the temperature gradient and the driving potential of the moisture content gradient reach a new equilibrium. In addition to the flow of liquid water, the movement of moisture also includes the transformation of liquid water to water vapor. With the movement of moisture, the migration distance of heavy metal Pb2+ increases with increasing initial moisture content. Generally, kaolin clay with a high adsorption capacity has an obvious retardation effect on the migration of heavy metal contaminants. (C) 2020 Elsevier Ltd. All rights reserved.
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页数:12
相关论文
共 41 条
  • [1] A study on how to couple thermo-hydro-mechanical behaviour of unsaturated soils: Physical equations, numerical implementation and examples
    Abed, Ayman A.
    Solowski, Wojciech T.
    [J]. COMPUTERS AND GEOTECHNICS, 2017, 92 : 132 - 155
  • [2] An improved steady-state apparatus for measuring thermal conductivity of soils
    Alrtimi, A.
    Rouainia, M.
    Manning, D. A. C.
    [J]. INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER, 2014, 72 : 630 - 636
  • [3] Thermo-hydro-mechanical modeling of damage in unsaturated porous media: Theoretical framework and numerical study of the EDZ
    Arson, C.
    Gatmiri, B.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2012, 36 (03) : 272 - 306
  • [4] A water retention model accounting for the hysteresis induced by hydraulic and mechanical wetting-drying cycles
    Azizi, Arash
    Jommi, Cristina
    Musso, Guido
    [J]. COMPUTERS AND GEOTECHNICS, 2017, 87 : 86 - 98
  • [5] A thermodynamic constitutive model with temperature effect based on particle rearrangement for geomaterials
    Bai Bing
    Yang Guang-chang
    Li Tao
    Yang Gao-sheng
    [J]. MECHANICS OF MATERIALS, 2019, 139
  • [6] SPH-FDM boundary for the analysis of thermal process in homogeneous media with a discontinuous interface
    Bai, Bing
    Rao, Dengyu
    Xu, Tao
    Chen, Peipei
    [J]. INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER, 2018, 117 : 517 - 526
  • [7] The effect of temperature on the seepage transport of suspended particles in a porous medium
    Bai, Bing
    Long, Fei
    Rao, Dengyu
    Xu, Tao
    [J]. HYDROLOGICAL PROCESSES, 2017, 31 (02) : 382 - 393
  • [8] Analytical solutions for contaminant transport in a semi-infinite porous medium using the source function method
    Bai, Bing
    Li, Huawei
    Xu, Tao
    Chen, Xingxin
    [J]. COMPUTERS AND GEOTECHNICS, 2015, 69 : 114 - 123
  • [9] Basha HA, 1998, INT J NUMER ANAL MET, V22, P969, DOI 10.1002/(SICI)1096-9853(199812)22:12<969::AID-NAG952>3.0.CO
  • [10] 2-R