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Saturated hydraulic conductivity model computed from bimodal water retention curves for a range of New Zealand soils

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Figure

Table 1. Feasible range of the Kosugi parameters and θ5 (which isθ measured at 5 kPa).
Figure 1. A typical Kosugi θbim(r) (Eq. 10a) and θbim_mat(r)(Eq. 10b) with the matrix and macropore domains and the positionsof θs , θs_mac, θr, rm, rm_mac, and Rmac shown.
Table 3. Theoretical constraints of the Ks_bim model.
Table 4. Soil series and classification.
+5

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