The model can accommodate nonlinear anisotropic and

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: ür Geowissenschaften und Rohstoffe, Hannover, 1995. Volker R.E., Rushton K.R. An assessment of the importance of some parameters for seawater intrusion and a comparison of dispersive and sharp-interface modeling approaches. J Hydrol ;56:239–50, 1982. Ward J.C. Turbulent Flow in Porous Media. Journal of the Hydraulics Division, Proceedings of the ASCE. Vol. HY 5, pp. 1-12, 1964. Weng P., Sanchez.Perez. J.M., Sauvage.S., Vervier.P., and Giraud F. Assessment of the quantitative and qualitative buffer function of an alluvial wetland : hydrological modelling of a large floodplain (Garonne River, France), Hydrological Processes, Vol.17 (2), pp. 2375-2392, 2003 Wösten J.H.M., Finke P.A., Jansen M.J.W. Comparison of Class and Continuous Pedotransfer Functions to Generate Soil Hydraulic Characteristics. Geoderma Vol. 66, pp. 227-237, 1995. Van Genuchten M.T. A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils. Soil Sci. Soc. Am. J., Vol. 44, pp. 892-898, 1980. Wu Y.-S., Forsyth P.A., On t...
View Full Document

This document was uploaded on 01/19/2014.

Ask a homework question - tutors are online