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Explicit and implicit coupling during solute transport through clay membrane barriers

机译:溶质通过粘土膜屏障传输过程中的显式和隐式耦合

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摘要

Simulations of salt (KCl) flux through a 1-m-thick clay membrane barrier (CMB) based on coupled solute transport theory are compared to simulated fluxes based on traditional advective-dispersive transport theory. The simulations are based on measured values for the effective salt-diffusion coefficient (D_s~*) and chemico-osmotic efficiency coefficient (ω) for a bentonite-based barrier material subjected to KCl solutions. The results indicate that the exit salt flux is reduced due to both explicit coupling (hyperfiltration and chemico-osmotic counter-advection) and an implicit coupling effect resulting from the decrease in D_s~* due to a decrease in the apparent tortuosity factor, τ_a, with an increase in ω. Implicit coupling is shown to be more significant than explicit coupling for reducing and retarding salt flux through a CMB under diffusion-dominated conditions. Failure to account for the implicit coupling effect may result in unrealistic results, such as the existence of salt flux through a perfect (ideal) clay membrane (i.e., ω= 1).
机译:将基于耦合溶质运移理论的盐通过一个1米厚的粘土膜屏障(CMB)的通量模拟与基于传统对流-分散运移理论的模拟通量进行了比较。该模拟基于对经过KCl溶液处理的基于膨润土的阻隔材料的有效盐扩散系数(D_s〜*)和化学渗透效率系数(ω)的测量值。结果表明,出口盐通量由于显性耦合(超滤和化学渗透对流)和表观曲折因子τ_a减小而导致D_s〜*减小而产生的隐式耦合效应而降低。随着ω的增加。对于减少和延迟在扩散控制条件下通过CMB的盐通量,隐式耦合比显式耦合更重要。不考虑隐式耦合效应可能会导致不切实际的结果,例如存在通过完美(理想)粘土膜的盐通量(即ω= 1)。

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