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Fig. 3. Hydraulic conductivity measurements (k₂ and k_IPM data) and optimized conductivity functions. The shapes of the functions near saturation (small diagrams) and the respective hydraulic conductivities at saturation (K_s) are depicted within each diagram. VG = van Genuchten (1980), MVG = modified van Genuchten (Vogel and Cislerova 1988), and BVG = bimodal van Genuchten (Durner 1994).