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Created: | Jul 26, 2025 at 5:58 a.m. (UTC) | |
Last updated: | Jul 26, 2025 at 6:23 a.m. (UTC) | |
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Abstract
This database includes breakthrough curves from the following references:
(1) Hu, Q., 1995. Effect of solute size and mass transfer on transport of contaminants in porous media. The University of Arizona.
(2) Huang, K., Toride, N., van Genuchten, M.T., 1995. Experimental investigation of solute transport in large, homogeneous and heterogeneous, saturated soil columns. Transp. Porous Media 18, 283–302.
(3) Toride, N., Leij, F., van Genuchten, M.T., 1995. The CXTFIT code for estimating transport parameters from laboratory or field tracer experiments. Version 2.0. U.S. Salinity Lab., Riverside, CA.
(4) Dyson, J.S., White., R.E., 1987. A comparison of the convective–dispersive equation and transfer function model for predicting cloride leaching through an undisturbed structured clay soil. J. Soil Sci. 38, 157–172.
(5) Schmadel, N.M., Ward, A.S., Kurz, M.J., Fleckenstein, J.H., Zarnetske, J.P., Hannah, D.M., Blume, T., Vieweg, M., Blaen, P.J., Schmidt, C., Knapp, J.L.A., Klaar, M.J., Romeijn, P., Datry, T., Keller, T., Folegot, S., Marruedo Arricibita, A.I., Krause, S., 2016. Stream solute tracer timescales changing with discharge and reach length confound process interpretation. Water Resour. Res. 52, 3227–3245.
(6) McInnis, D.P., Bolster, D., Maurice, P.A., 2015. Mobility of dissolved organic matter from the Suwannee River (Georgia, USA) in sand-packed columns. Environ. Eng. Sci. 32, 4–13.
(7) Particle tracking simulations in a uniform sphere pack performed by Dr. Saeid Sadeghnejad
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This resource is shared under the Creative Commons Attribution CC BY.
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