
Effects of Porous Medium Heterogeneity on Vadose Zone Desiccation: Intermediate‐Scale Laboratory Experiments and Simulations
Author(s) -
Oostrom M.,
Freedman V.L.,
Wietsma T.W.,
Dane J.H.,
Truex M.J.
Publication year - 2012
Publication title -
vadose zone journal
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.036
H-Index - 81
ISSN - 1539-1663
DOI - 10.2136/vzj2011.0168
Subject(s) - vadose zone , porous medium , permeability (electromagnetism) , saturation (graph theory) , desiccation , capillary action , relative humidity , relative permeability , soil science , capillary pressure , porosity , humidity , water content , environmental science , materials science , chemistry , geotechnical engineering , geology , soil water , thermodynamics , composite material , biochemistry , botany , mathematics , physics , combinatorics , membrane , biology
Soil desiccation (drying), involving water evaporation induced by dry gas injection, is a potentially robust vadose zone remediation process to limit contaminant transport through the vadose zone. A series of four intermediate‐scale flow cell experiments was conducted in homogeneous and simple layered heterogeneous porous medium systems to investigate the effects of heterogeneity on desiccation of unsaturated porous media. The permeability ratios of porous medium layers ranged from about 5 to almost 2 orders of magnitude. The insulated flow cell was equipped with 20 humidity and temperature sensors while a dual‐energy γ system was used to determine water saturations at various times. The multiphase code STOMP was used to simulate the desiccation process. For the layered systems, results show that injected dry gas flowed predominantly in the higher permeability layer and delayed water removal from the lower permeability material. For the configurations tested, water vapor diffusion from the lower to the higher permeability zone was considerable over the duration of the experiments, resulting in much larger relative humidity values of the outgoing air than based on permeability ratios alone. Acceptable numerical matches with the experimental data were obtained when an extension of the saturation‐capillary pressure relation below the residual water saturation was used. The agreements between numerical and experimental results suggest that the correct physics is implemented in the simulator.