Modeling of non-reactive solute transport in fractured clayey till during variable flow rate and time.
Fractures and biopores can act as preferential flow paths in clay aquitards and may rapidly transmit contaminants into underlying aquifers. Reliable numerical models for assessment of groundwater contamination from such aquitards are needed for planning, regulatory and remediation purposes. In this investigation, high resolution preferential water-saturated flow and bromide transport data were used to evaluate the suitability of equivalent porous medium (EPM), dual porosity (DP) and discrete fracture/matrix diffusion (DFMD) numerical modeling approaches for assessment of flow and non-reactive solute transport in clayey till. The experimental data were obtained from four large undisturbed soil columns (taken from 1.5 to 3.5 m depth) in which biopores and channels along fractures controlled 96-99% of water-saturated flow. Simulating the transport data with the EPM effective porosity model (FRACTRAN in EPM mode) was not successful because calibrated effective porosity for the same column had to be varied up to 1 order of magnitude in order to simulate solute breakthrough for the applied flow rates between 11 and 49 mm/day. Attempts to simulate the same data with the DP models CXTFIT and MODFLOW/MT3D were also unsuccessful because fitted values for dispersion, mobile zone porosity, and mass transfer coefficient between mobile and immobile zones varied several orders of magnitude for the different flow rates, and because dispersion values were furthermore not physically realistic. Only the DFMD modeling approach (FRACTRAN in DFMD mode) was capable to simulate the observed changes in solute transport behavior during alternating flow rate without changing values of calibrated fracture spacing and fracture aperture to represent the macropores.
Jørgensen
Peter R
PR
Technical University of Denmark, Institute of Environmental Resources, Bygningstorvet, Building 115, DK-2800 Lyngby, Denmark. pej@er.dtu.dk
Helstrup
Tina
T
Urup
Johanne
J
Seifert
Dorte
D
D000538:Aluminum Silicates; D000077215:Clay; D008962:Models, Theoretical; D016062:Porosity; D012995:Solubility; D014872:Water Movements; D014873:Water Pollutants / Q000032:analysis*; D014881:Water Supply
D000538:Aluminum Silicates; D014873:Water Pollutants; D000077215:Clay