Acceso abierto

Soil moisture dynamics in levees during flood events - variably saturated approach

CHEN Q., ZHANG L. M., 2006: Three-dimensional analysis of water infiltration into the Gouhou rockfill dam using satu-rated-unsaturated seepage theory. Can. Geotech. J., 43, 449-461.10.1139/t06-011Search in Google Scholar

DAPPORTO S., RINALDI M., CASAGLI N., 2001: Failure mechanisms and pore water pressure conditions: analysis of a riverbank along the Arno river (Central Italy). Engineering Geology, 61, 221-242.10.1016/S0013-7952(01)00026-6Search in Google Scholar

DUŠEK J., GERKE H. H., VOGEL T., 2008: Surface Boundary Conditions in Two-Dimensional Dual-Permeability Modeling of Tile Drain Bromide Leaching. Vadose Zone J., 7, 4, 1287-1301.10.2136/vzj2007.0175Search in Google Scholar

FRANK R., BAUDUIN C., DRISCOLL R., KAWADAS M., KREBS OVESEN N., ORR T., SCHUPPENER B., 2004: Designers' guide to EN 1997-1 EUROCODE 7: Geotechnical design - general rules, Thomas Telford Ltd., London.Search in Google Scholar

FREEZE R. A., 1971: Influence of the unsaturated flow domain on seepage through earth dams. Water Resources Research, 7, 4, 929-941.10.1029/WR007i004p00929Search in Google Scholar

GERSCOVICH D. M. S., VARGAS E. A., DE CAMPOS T. M. P., 2006: On the evaluation of unsaturated flow in a natural slope in Rio de Janeiro, Brasil. Engineering Geology, 88, 23-40.10.1016/j.enggeo.2006.07.008Search in Google Scholar

MUALEM Y., 1976: A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resources Research, 12, 513-522.10.1029/WR012i003p00513Search in Google Scholar

NEUMAN S. P., 1972: Saturated-unsaturated seepage by finite elements. Journal of the Hydraulics Division, 99, 12, 2233-2250.10.1061/JYCEAJ.0003829Search in Google Scholar

PHAM H. T. V., FREDLUND D. G., 2003: The application of dynamic programming to slope stability analysis. Canadian Geotechnical Journal, 40, 4, 830-847.10.1139/t03-033Search in Google Scholar

RINALDI M., CASAGLI N., 1999: Stability of streambanks formed in partially saturated soils and effects of negative pore water pressures: the Sieve River (Italy). Geomorphology, 26, 253-277.10.1016/S0169-555X(98)00069-5Search in Google Scholar

ŘÍHA J., 2006: Flood protection - subterranean water problems. (In Czech.) Sborník z konference Vodní toky 2006, 38-43.Search in Google Scholar

SCHMERTMANN J. H., 2006: Estimating slope stability reduction due to rain infiltration moulding. Journal of Geotechnical and Geoenvironmental Engineering, 132, 9, 1219-1228.10.1061/(ASCE)1090-0241(2006)132:9(1219)Search in Google Scholar

ŠIMŮNEK J., VAN GEUNCHTEN M. TH., ŠEJNA J., 2006: The HYDRUS software package for simulating the two- and three-dimensional movement of water, heat, and multiple solutes in variably-saturated media, Technical manual, Version 1.0, PC Progress, Prague, Czech Republic.Search in Google Scholar

SNĚHOTA M., 2003: Evaluation of infiltration-outflow experiment using MRI. [Doctoral Thesis.] Czech Technical University in Prague.Search in Google Scholar

SNĚHOTA M., SOBOTKOVÁ M., CÍSLEROVÁ M., 2008: Impact of the entrapped air on water flow and solute transport in heterogeneous soil: Experimental set-up. J. Hydrol. Hydromech., 56, 4, p. 247-256.Search in Google Scholar

STARNAUD G., 1995: The high pore pressures within embankment dams - an unsaturated soil approach. Canadian Geotechnical Journal, 32, 5, 892-898.10.1139/t95-085Search in Google Scholar

SZILAGYI J., 2004: Vadose zone influences on aquifer parameter estimates on saturated-zone hydraulic theory. Journal of Hydrology, 286, 78-86.10.1016/j.jhydrol.2003.09.009Search in Google Scholar

THIEU N. T. M., FREDLUND D. G., HUNG V. Q., 2000: General partial differential equation solvers for saturated-unsaturated seepage. In: Rahardjo H., Toll D. G., Leong E. C. (Eds.), Unsaturated Soils for Asia, 201-206.10.1201/9781003078616-31Search in Google Scholar

VAN GENUCHTEN M. TH., 1980: A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J., 44, 892-898.10.2136/sssaj1980.03615995004400050002xSearch in Google Scholar

VOGEL T., 1987: SWMS II - Numerical model of two-dimensional flow in a variably saturated porous medium. Research Report No. 87, Dept. of Hydraulics and Catchment Hydrology, Agricultural Univ., Wageningen, The Netherlands.Search in Google Scholar

VOGEL T., GERKE H. H., ZHANG R., VAN GENUCHTEN M. TH., 2000: Modeling flow and transport in a two-dimensional dual-permeability system with spatially variable hydraulic properties. Journal of Hydrology, 238, 1-2, 78-89.10.1016/S0022-1694(00)00327-9Search in Google Scholar

VOGEL T., VAN GENUCHTEN M. TH., CÍSLEROVÁ 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)00037-3Search in Google Scholar

VOGEL T., DOHNAL M., DUŠEK J., 2004: Bench scale modeling approaches. Research Report C1.1, Eberhard Karls Universität Tübingen.Search in Google Scholar

WILKINSON P. L., ANDERSON M. G., LLOYD D. M., 2003: An integrated hydrological model for rain-induced landslide prediction. Earth Surface Processes and Landforms, 27, 12, 1285-1297.10.1002/esp.409Search in Google Scholar

ISSN:
0042-790X
Idioma:
Inglés
Calendario de la edición:
4 veces al año
Temas de la revista:
Engineering, Introductions and Overviews, other