“…In an application with several dripping rates, the saturated hydraulic conductivity, K s , the ratio of the immobile and the saturated water content, θ im /θ s , and λ c were similar, while α was different compared to corresponding values derived using the disk infiltrometer (Al-Jabri et al, 2002). The dripper line method was further extended by the installation of a TDR probe beneath each infiltration spot to also measure solute breakthrough to yield the dispersion coefficient in the mobile region (Al-Jabri et al, 2006). The accuracy of these methods depends on the validity of the underlying assumptions, including piston movement, a constant mobile water concentration equal to the ( Vanderborght et al, 1997;Vanderborght et al, 2002;Vanderborght and Vereecken, 2007) Scale I: soil aggregate (Ped), artificial or repacked soil column (AC), undisturbed column (UC), lysimeter (L); scale II: soil profile (S), plot (P), field (F); acronyms: computer tomography (CT), saturated hydraulic conductivity (K s ), macroscopic capillary length (lambda(c)), immobile water fraction (θ im /θ), mass exchange coefficient (α) and dispersion coefficient (D m ) or dispersivity (λ), saturated and boundary hydraulic conductivities (K s and K b ), boundary head between macropore and micropore domains (h b ), exponent (n⁎) of relation between K and water content (θ), macropore fraction (θ sma ), and half spacing (d) between equivalent parallel fractures, dispersivity (D v ), ρ bulk density, K(θ) hydraulic conductivity function.…”