[Beven, K., Germann, P., 1982. Macropores and water flow in soils. Water Resour. Res., 18, 1311–1325.10.1029/WR018i005p01311]Search in Google Scholar
[Campbell, G.S., 1974. A simple method for determining unsaturated conductivity from moisture retention data. Soil Sci., 17, 311–314.10.1097/00010694-197406000-00001]Search in Google Scholar
[Clothier, B., Scotter, D., 2002. Unsaturated water transmission parameters obtained from infiltration. In: Dane, J.H., Topp, G.C. (Eds.): Methods of Soil Analysis, Part 1. SSSA Book Ser. 4, SSSA, Madison, WI, pp. 879–889.]Search in Google Scholar
[Communar, G., Friedman, S.P., 2014. Determination of soil hydraulic parameters with cyclic irrigation tests. Vadose Zone J., 13, 4, 12 p, DOI: 10.2136/vzj2013.09.0168.10.2136/vzj2013.09.0168]Open DOISearch in Google Scholar
[Dexter, A.R., 2004. Soil physical quality. Part I. Theory, effects of soil texture, density, and organic matter, and effects on root growth. Geoderma, 120, 201–214.10.1016/j.geoderma.2003.09.004]Search in Google Scholar
[Gardner, W.R., 1958. Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table. Soil Sci., 85, 228–232.10.1097/00010694-195804000-00006]Search in Google Scholar
[Jarvis, N.J., 2007. A review of non-equilibrium water flow and solute transport in soil macropores: principles, controlling factors and consequences for water quality. European Journal of Soil Science, 58, 523–546.10.1111/j.1365-2389.2007.00915.x]Search in Google Scholar
[Jarvis, N.J., 2008. Near-saturated hydraulic properties of macroporous soils. Vadose Zone J., 7, 1302–1310.10.2136/vzj2008.0065]Search in Google Scholar
[Jarvis, N.J., Messing, I., 1995. Near-saturated hydraulic conductivity in soils of contrasting texture as measured by tension infiltrometers. Soil Sci. Soc. Am. J., 59, 27–34.10.2136/sssaj1995.03615995005900010004x]Search in Google Scholar
[Kosugi, K.I., Hopmans, J.W., Dane, J.H., 2002. Water retention and storage: Parametric models. In: Dane, J.H., Topp, G.C. (Eds.): Methods of Soil Analysis, Part 1. SSSA Book Ser. 4, Madison, WI, pp. 739–757.10.2136/sssabookser5.4.c27]Search in Google Scholar
[Lassabatere, L., Yilmaz, D., Peyrard, X., Peyneau, P.E., Lenoir, T., Simunek, J., Angulo-Jaramillo, R., 2014. New analytical model for cumulative infiltration into dual-permeability soils. Vadose Zone J., 13, 15pp. DOI: 10.2136/vzj2013.10.0181.10.2136/vzj2013.10.0181]Open DOISearch in Google Scholar
[Larsbo, M., Jarvis, N., 2006. Information content of measurements from tracer microlysimeter experiments designed for parameter identification in dual-permeability models. J. Hydrol., 325, 273–287.10.1016/j.jhydrol.2005.10.020]Search in Google Scholar
[Lazarovitch, N., Ben-Gal, A., Simunek, J., Shani, U., 2007. Uniqueness of soil hydraulic parameters determined by a combined Wooding inverse approach. Soil Sci. Soc. Am. J., 71, 860–865.10.2136/sssaj2005.0420]Search in Google Scholar
[Leij, F.J., Alves, W.J., van Genuchten, M.Th, Williams, J.P., 1996. The UNSODA unsaturated soil hydraulic database, version 1.0, EPA report EPA/600/R-96/095, EPA National Risk Management Laboratory, G-72, Cincinnati, OH.]Search in Google Scholar
[Leij, F.J., Russel, W.B., Lesch, S.M., 1997. Closed-form expressions for water retention and conductivity data. Ground Water, 35, 5, 848–858.10.1111/j.1745-6584.1997.tb00153.x]Search in Google Scholar
[Mualem, Y., 1976. New model for predicting hydraulic conductivity of unsaturated porous media. Water Resour. Res., 12, 513–522.10.1029/WR012i003p00513]Search in Google Scholar
[Nemes, A., Schaap, M.G., Leij, F.J., Wosten, J.H.M., 2001. Description of the unsaturated soil hydraulic database UNSODA version 2.0, J. Hydrol., 251, 151–162.10.1016/S0022-1694(01)00465-6]Search in Google Scholar
[Perret, J., Prasher, S.O., Kantzas, A., Langford, C., 1999. Three-dimensional quantification of macropore networks in undisturbed soil cores. Soil Sci. Soc. Am. J., 63, 1530–1543.10.2136/sssaj1999.6361530x]Search in Google Scholar
[Peters, A., Durner, W., 2008. A simple model for describing hydraulic conductivity in unsaturated porous media accounting for film and capillary flow. Water Resour. Res., 44, W11417. DOI: 10.1029/2008WR007136.10.1029/2008WR007136]Open DOISearch in Google Scholar
[Philip, J.R., 1969. Theory of infiltration. Adv. Hydrosci., 5, 215–296. DOI: 10.1016/B978-1-4831-9936-8.50010-6.10.1016/B978-1-4831-9936-8.50010-6]Open DOISearch in Google Scholar
[Philip, J.R., 1986. Linearized unsteady multidimensional infiltration. Water Resour. Res., 22, 1717–1727.10.1029/WR022i012p01717]Search in Google Scholar
[Poulsen, T.G., Moldrop, P., Yamaguchi, T., Jacobsen, O.H., 1999. Predicting saturated and unsaturated hydraulic conductivity in undisturbed soils from soil water characteristics. Soil Sci., 164, 877–887.10.1097/00010694-199912000-00001]Search in Google Scholar
[Raats, P.A.C., Gardner, W.R., 1971. Comparison of empirical relationships between pressure head and hydraulic conductivity and some observations on radially symmetric flow. Water Re-sour. Res., 7, 921–928.10.1029/WR007i004p00921]Search in Google Scholar
[Russo, D., 1988. Determining soil hydraulic properties by parameter estimation: On the selection of a model for the hydraulic properties. Water Resour. Res., 24, 453–459.10.1029/WR024i003p00453]Search in Google Scholar
[Reynolds, W.D., Elrick, D.E., Clothier, B.E., 1985. The constant head well permeameter: Effect of unsaturated flow. Soil Sci., 139, 172–180. DOI: 10.1097/00010694-198502000-00011.10.1097/00010694-198502000-00011]Open DOISearch in Google Scholar
[Reynolds, W.D., Elrick, D.E., 1990. Ponded infiltration from a single ring: I. Analysis of steady flow. Soil Sci. Soc. Am. J., 54, 1233–1241.10.2136/sssaj1990.03615995005400050006x]Search in Google Scholar
[Reynolds, W.D., 2008a. Saturated hydraulic properties: Ring infiltrometer. In: Carter M.R., Gregorich E.G. (Eds.): Soil Sampling and Methods of Analysis. 2nd ed. CRC Press, Boca Raton, FL, pp. 1043–1056.10.1201/9781420005271.ch77]Search in Google Scholar
[Reynolds, W.D., 2008b. Unsaturated hydraulic properties: Field tension infiltrometer. In: Carter, M.R., Gregorich, E.G. (Eds.): Soil Sampling and Methods of Analysis. 2nd ed., CRC Press, Boca Raton, FL, pp. 1107–1127.10.1201/9781420005271.ch82]Search in Google Scholar
[Reynolds, W.D., 2008c. Saturate4d hydraulic properties: Well permeameter, In: Carter, M.R., Gregorich, E.G. (Eds.): Soil Sampling and Methods of Analysis. 2nd ed., CRC Press, Boca Raton, FL, pp. 1025–1042.]Search in Google Scholar
[Reynolds, W.D., 2011. Measuring soil hydraulic properties using a cased borehole permeameter: Falling-head analysis. Vadose Zone J., 10, 999–1015. DOI: 10.2136/vzj2010.0145.10.2136/vzj2010.0145]Search in Google Scholar
[Reynolds, W.D., 2016. A unified Perc Test-well permeameter methodology for absorption field investigations. Geoderma, 264, 160–170. http://dx.doi.org/10.1016/j.geoderma.2015.10.01510.1016/j.geoderma.2015.10.015]Open DOISearch in Google Scholar
[Schaap, M.G., Leij, F.J., 1998. Using neural networks to predict soil water retention and soil hydraulic conductivity. Soil & Till-age Research, 47, 37–42.10.1016/S0167-1987(98)00070-1]Search in Google Scholar
[Schaap, M.G., Leij, F.J., 2000. Improved prediction of unsaturated hydraulic conductivity with the Mualem-van Genuchten model. Soil Sci. Soc. Am. J., 64, 843–851.10.2136/sssaj2000.643843x]Search in Google Scholar
[Schaap, M.G., van Genuchten, M.Th., 2006. A modified Mualemvan Genuchten formulation for improved description of the hydraulic conductivity near saturation. Vadose Zone J., 5, 27–34.10.2136/vzj2005.0005]Search in Google Scholar
[van Genuchten, M.Th., 1980. A closed-form equation for predicting the hydraulic conductivity in unsaturated soils. Soil Sci. Soc. Am. J., 44, 892–898.10.2136/sssaj1980.03615995004400050002x]Search in Google Scholar
[van Genuchten, M.Th., Nielsen, D.R., 1985. On describing and predicting the hydraulic properties of unsaturated soils. Annales Geophysicae, 3, 615–628.]Search in Google Scholar
[Vandervaere, J.-P., 2002. Unsaturated water transmission parameters obtained from infiltration: Three-dimensional infiltration using disk permeameters: Early-time observations, In: Dane, J.H., Topp G.C. (Eds.): Methods of Soil Analysis, Part 1, SSSA Book Ser. 4, Madison, WI.]Search in Google Scholar
[Vogel, T., van Genuchten, M.Th., Cislerova, M., 2001. Effect of the shape of the soil hydraulic functions near saturation on variably-saturated flow predictions. Advances in Water Resources, 24, 133–144.10.1016/S0309-1708(00)00037-3]Search in Google Scholar
[Vereecken, H.J., Maes, Feyen, J., 1990. Estimating unsaturated hydraulic conductivity from easily measured soil properties. Soil Sci., 149, 1–12.10.1097/00010694-199001000-00001]Search in Google Scholar
[Vereecken, H., Weynants, M., Javaux, M., Pachepsky, Y., Schaap, M.G., van Genuchten, M.Th., 2010. Using pedotransfer functions to estimate the van Genuchten-Mualem soil hydraulic properties: A review. Vadose Zone J., 9, 1–26.10.2136/vzj2010.0045]Search in Google Scholar
[Warrick, A.W., 1974. Time-dependent linearized infiltration. I. Point sources. Soil Sci. Soc. Am. Proc., 38, 383–386. DOI: 10.2136/sssaj1974.03615995003800030008x.10.2136/sssaj1974.03615995003800030008x]Open DOISearch in Google Scholar
[Weynants, M., Vereecken, H., Javaux, M., 2009. Revisiting Vereecken pedotransfer functions: Introducing a closed-form hydraulic model. Vadose Zone J., 8, 86–95. DOI: 10.2136/vzj2008.0062.10.2136/vzj2008.0062]Search in Google Scholar
[White, I., Sully, M.J., 1987. Macroscopic and microscopic capillary length and time scales from field infiltration. Water Resour. Res., 23, 1514–1522.10.1029/WR023i008p01514]Search in Google Scholar
[Wind, G.P., 1955. Field experiment concerning capillary rise of moisture in heavy clay soil. Neth. J. Agric. Sci., 3, 60–69.10.18174/njas.v3i1.17827]Search in Google Scholar
[Wooding, R.A., 1968. Steady infiltration from a shallow circular pond. Water Resour. Res., 4, 1259–1273.10.1029/WR004i006p01259]Search in Google Scholar
[Wösten, J.H.M., Pachepsky, Y.A., Rawls, W.J., 2001. Pedotransfer functions: Bridging the gap between available basic soil data and missing soil hydraulic characteristics. J. Hydrol., 251, 123–150.10.1016/S0022-1694(01)00464-4]Search in Google Scholar