[Al-Muttair, F.F., Al-Turbak, A.S., 1991. Modeling of infiltration from an artificial recharge basin with a decreasing ponded depth. J. King Saud Univ. Eng. Sci., 3, 89–100.10.1016/S1018-3639(18)30539-7]Search in Google Scholar
[Babaeian, E., Homaee, M., Montzka, C., Vereecken, H., Norouzi, A.A., van Genuchten, M.T., 2016. Soil moisture prediction of bare soil profiles using diffuse spectral reflectance information and vadose zone flow modeling. Remote Sensing of Environnement, 187, 218–229.10.1016/j.rse.2016.10.029]Search in Google Scholar
[Bouwer, H., 2002. Artificial recharge of groundwater: hydrogeology and engineering. Hydrogeology Journal, 10, 121–142. DOI: 10.1007/s10040-001-0182-4.10.1007/s10040-001-0182-4]Search in Google Scholar
[Dillon, P., 2005. Future management of aquifer recharge. Hydrogeology Journal, 13, 1, 313–316. DOI: 10.1007/s10040-004-0413-6.10.1007/s10040-004-0413-6]Search in Google Scholar
[Dusek, J., Dohnal, M., Vogel, T., 2009. Numerical analysis of ponded infiltration experiment under different experimental conditions. Soil and Water Research, 4, S22–S27.10.17221/1368-SWR]Search in Google Scholar
[ISO 14688-2:2004. Reconnaissance et essais géotechniques – Dénomination, description, classification des sols.]Search in Google Scholar
[Loizeau, S., 2013. Amélioration de la compréhension des fonctionnements hydrodynamiques du champ captant de Crépieux-Charmy. Thèse à l’Université de Grenoble, 220 p.]Search in Google Scholar
[Mertens, J., Madsen, H., Kristensen, M., Jacques, D., Feyen, J., 2005. Sensitivity of soil parameters in unsaturated zone modeling and the relation between effective, laboratory and in situ estimates. Hydrol. Process., 19, 1611–1633.10.1002/hyp.5591]Search in Google Scholar
[Mualem, Y., 1976. A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resour. Res., 12, 513–522.10.1029/WR012i003p00513]Search in Google Scholar
[Ostendorf, D.W., DeGroot, D.J., Hinlein, E.S., 2007. Unconfined aquifer response to infiltration basins shallow pump tests. Journal of Hydrology, 338, 132–144.10.1016/j.jhydrol.2007.02.033]Search in Google Scholar
[Richards, L.A., 1931. Capillary conduction of liquids through porous mediums. Physics, 1, 318–333.10.1063/1.1745010]Search in Google Scholar
[van Genuchten, M.T., 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soils Sci. Soc. Am. J., 44, 892–898.10.2136/sssaj1980.03615995004400050002x]Search in Google Scholar
[White, I., Sully, M.J., Perroux, K.M., 1992. Measurement of surface-soil hydraulic properties. Disk permeameters, tension infiltrometers and other techniques. In: Topp, C.G., Reynolds, W.D., Green, R.E. (Eds.): Advances in Measurement of Soil Physical Properties: Bringing Theory into Practice. Soil Sci. Soc. Am., Madison, WI.]Search in Google Scholar
[Willmott, C.J., 1981. On the validation of models. Physical Geography, 2, 184–194.10.1080/02723646.1981.10642213]Search in Google Scholar