Malusis Michael A, Shackelford Charles D
Department of Civil Engineering, Colorado State University, Fort Collins 80523-1372, USA.
Environ Sci Technol. 2002 Mar 15;36(6):1312-9. doi: 10.1021/es011130q.
Two separate coupling effects are evaluated with respect to steady-state potassium chloride (KCl) diffusion through a bentonite-based geosynthetic clay liner (GCL) that behaves as a semipermeable membrane. Both of the coupling effects are correlated with measured chemico-osmotic efficiency coefficients, omega, that range from 0.14 to 0.63 for the GCL. The first coupling effect is an explicit (theoretical) salt-sieving effect expressed as a coupled effective salt diffusion coefficient, Domega*, that is lower than the true (uncoupled) effective salt diffusion coefficient, Ds*, because of the observed membrane behavior. However, the maximum difference between Domega* and Ds* based on measured chloride concentrations is relatively small (i.e., = 10%), and the difference decreases with decreasing omega (i.e., Domega* --> Ds* as omega --> 0). The second coupling effect is implicit (empirical) and is characterized by the measurement of concentration-dependent effective salt diffusion coefficients that results in an degrees 300% decrease in Ds* as omega increases from 0.14 to 0.63. The decrease in Ds* resulting from implicit coupling is attributed to solute exclusion described in terms of a restrictive tortuosity factor.
针对稳态氯化钾(KCl)通过作为半透膜的膨润土基土工合成粘土衬垫(GCL)的扩散,评估了两种不同的耦合效应。这两种耦合效应均与测得的化学渗透效率系数ω相关,GCL的该系数范围为0.14至0.63。第一种耦合效应是一种明确的(理论上的)盐筛分效应,表现为耦合有效盐扩散系数Dω*,由于观察到的膜行为,该系数低于真实的(未耦合的)有效盐扩散系数Ds*。然而,基于测得的氯离子浓度,Dω与Ds之间的最大差异相对较小(即 = 10%),并且该差异随着ω的减小而减小(即随着ω→0,Dω*→Ds*)。第二种耦合效应是隐含的(经验性的),其特征在于对浓度依赖性有效盐扩散系数的测量,随着ω从0.14增加到0.63,Ds会降低约300%。由隐含耦合导致的Ds降低归因于用限制曲折因子描述的溶质排斥。