Analytical model of solute transport by unsteady unsaturated gravitational infiltration.
Penetration of reactive solute into a soil during a cycle of water infiltration and redistribution is investigated by deriving analytical closed form solutions for fluid flux, moisture content and contaminant concentration. The solution is developed for gravitational flow and advective transport and is applied to two scenarios of solute applications encountered in the applications: a finite pulse of solute dissolved in irrigation water and an instantaneous pulse broadcasted onto the soil surface. Through comparison to simulations of Richards' flow, capillary suction is shown to have contrasting effects on the upper and lower boundaries of the fluid pulse, speeding penetration of the wetting front and reducing the rate of drying. This leads to agreement between the analytical and numerical solutions for typical field and experimental conditions. The analytical solution is further incorporated into a stochastic column model of flow and transport to compute mean solute concentration in a heterogeneous field. An unusual phenomenon of plume contraction is observed at long times of solute propagation during the drying stage. The mean concentration profiles match those of the Monte-Carlo simulations for capillary length scales typical of sandy soils.
Lessoff
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Environmental and Water Resources, Faculty of Civil Engineering, TECHNION-Israel Institute of Technology, Technion City, Haifa 32000, Israel. indelman@tx.technion.ac.il
Indelman
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D006112:Gravitation; D015233:Models, Statistical; D008962:Models, Theoretical; D009010:Monte Carlo Method; D016062:Porosity; D012822:Silicon Dioxide; D012989:Soil Pollutants; D012995:Solubility; D014872:Water Movements; D014873:Water Pollutants; D018508:Water Purification
D012989:Soil Pollutants; D014873:Water Pollutants; D012822:Silicon Dioxide