运移参数对GCL中污染物运移的影响研究

Effect of transport parameters on contaminant transport through GCL

  • 摘要: 分析了运移参数的变化对GCL中污染物运移的影响。从衬垫底部浓度比、对流和扩散通量、污染物累积运移量等方面,对污染物在GCL中的运移进行了计算。结果表明,减小渗透系数和扩散系数可以有效减缓衬垫底部浓度比的增加速度。渗透系数对对流通量的大小、扩散通量的变化速度的影响较大;扩散系数主要影响最大扩散通量。当渗透系数较大时,可以忽略扩散累积运移量,用对流累积运移量代替总累积运移量引起的误差很小。当渗透系数较小时,忽略扩散运移量可能产生较大的误差,尤其是在扩散系数也较大的情况下误差更加明显。

     

    Abstract: The effect of the change of transport parameters on contaminant transport through GCL has been analyzed.The analysis includes the concentration ratio at the base of a GCL,advective and diffusive mass flux,and total accumulated contaminant mass through the liner per unit area.Decreasing hydraulic conductivity and diffusion coefficient may delay the increasing rate of the concentration ratio at the base of a GCL.Hydraulic conductivity has great effect on advective mass flux,and change rate of diffusive mass flux.Diffusion coefficient has great effect on the maximum diffusive mass flux.When hydraulic conductivity is high,diffusive accumulated mass can be neglected.Using advective accumulated contaminant mass instead of total accumulated contaminant mass will cause more less error.But when hydraulic conductivity is low,which is common for GCL,the neglect will lead to big error,especially on the condition of diffusion coefficient is high.

     

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