I'm trying to model solute (Tracer: Br) transport through a lab column with constant head at top and seepage face at bottom. Column is fully saturated and Br concentration is known (mmol/L). So it's not solute free at the beginning of experiment. No solute flux or concentration is applied during the test. Br concentration of collected effluent is measured over time. I'm wondering what would be the upper and lower solute BC in this case?
A discussion forum for users of the new HYDRUS 2D/3D. HYDRUS is a software package for simulating water, heat and solute movement in two- and three-dimensional variably saturated media. Happy Posting!
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