Simulated test area | Lithology | Thickness (m) | Porosity (θs) | Hydraulic conductivity Kf (cm∙min−1) | Résidual saturation (θr) | van Genuchten parameters | ||
α (cm−1) | β | |||||||
Facobly | clay sand | 0 - 1 | 0.432 | 0.0025 | 0.0565 | 0.08115 | 1.885 | |
clay | 1 - 21 | 0.32 | 0.0033 | 0.068 | 0.0173 | 1.09 | ||
sand | 21 - 27.8 | 0.43 | 0.495 | 0.045 | 0.145 | 2.68 | ||
Mangouen | clay sand | 0 - 1 | 0.432 | 0.0025 | 0.0565 | 0.08115 | 1.885 | |
clay | 1 - 10 | 0.38 | 0.0033 | 0.068 | 0.0173 | 1.09 | ||
Siambly | sandy loams | 0 - 1.5 | 0.412 | 0.0431 | 0.0615 | 0.0905 | 2.12 | |
clay | 1.5 - 27 | 0.38 | 0.0033 | 0.068 | 0.0173 | 1.09 | ||
Sandy clay | 27 - 30 | 0.321 | 0.002 | 0.0565 | 0.08115 | 1.885 | ||
Flansobly | sand | 0 - 0.9 | 0.43 | 0.495 | 0.045 | 0.145 | 2.68 | |
clay | 0.9 - 4 | 0.38 | 0.0033 | 0.068 | 0.0173 | 1.09 | ||
Clay sand | 4 - 11.12 | 0.432 | 0.0025 | 0.0565 | 0.08115 | 1.885 | ||
Gbonné | loamy-clay sands | 0 - 1.6 | 0.33 | 0.00286 | 0.0665 | 0.04615 | 1.49 | |