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Predicting the Gas Diffusion Coefficient in Repacked Soil Water‐Induced Linear Reduction Model
365
Citations
28
References
2000
Year
Soil CharacterizationHydrogeologySoil PropertyEngineeringSoil ModelingEnvironmental EngineeringCivil EngineeringGas Diffusion CoefficientDry Porous MediaPorous MediaSoil StructureTotal PorosityUnsaturated Soil Mechanics
Investigations of gas transport and fate processes in packed soil systems require knowledge of the gas diffusion coefficient, D P , as a function of air‐filled porosity, ϵ. On the basis of the literature, data from six studies over the porosity range of 0.1 to nearly 1.0, it is reconfirmed that the Marshall (1959) model better predicts D P (ϵ) in completely dry, repacked porous media than do the Penman (1940) and Millington (1959) models. The smaller D P value in wet soil, as compared with dry soil at the same air‐filled porosity, is accounted for by introducing a water‐induced linear reduction (WLR) term, equal to the ratio of air‐filled porosity to total porosity, in the D P (ϵ) model. By adding the WLR term in each of the three D P (ϵ) models for dry porous media, the so‐called WLR(Marshall), WLR(Penman), and WLR(Millington) D P (ϵ) models for wet soil are developed. To test the three WLR models, D P was measured at different soil‐water contents in six differently textured (6–38% clay) repacked soils. The WLR (Marshall) model accurately and best described D P (ϵ) for all six soils and additional soils from the literature. All three WLR models performed better than previous D P (ϵ) models. This study implies that the smaller D P in a wet soil, which is due to water‐induced changes in air‐filled pore shape and pore connectivity, can be described by a simple, linear function of relative air‐filled porosity. The WLR(Marshall) model represents a conceptual and accurate model to predict D P (ϵ) in sieved, repacked soil.
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