“…Water infiltrates the soil at a rate that depends on the application rate, the soil properties within the profile (homogeneous soil, heterogeneity, layering, …), the initial water content distribution in the soil profile, and the lower boundary condition of the system (deep profile, drainage system, water table or impervious layer at a prescribed depth, … ; Assouline, ; Vereecken et al, ). The process of infiltration is quantitatively described by the solution of the flow equation (Richards, ), expressed in equation for the case of vertical infiltration: where θ is the soil water content; ψ , the capillary head; z , the vertical coordinate taken positive upward; t , the time; and K (ψ), the soil unsaturated hydraulic conductivity function.…”