Have a personal or library account? Click to login
Soil moisture dynamics in levees during flood events - variably saturated approach Cover

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

Open Access
|Jun 2010

References

  1. 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/t06-011
  2. 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)00026-6
  3. 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/vzj2007.0175
  4. 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.
  5. FREEZE R. A., 1971: Influence of the unsaturated flow domain on seepage through earth dams. Water Resources Research, 7, 4, 929-941.10.1029/WR007i004p00929
  6. 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.2006.07.008
  7. MUALEM Y., 1976: A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resources Research, 12, 513-522.10.1029/WR012i003p00513
  8. NEUMAN S. P., 1972: Saturated-unsaturated seepage by finite elements. Journal of the Hydraulics Division, 99, 12, 2233-2250.10.1061/JYCEAJ.0003829
  9. 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/t03-033
  10. 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)00069-5
  11. ŘÍHA J., 2006: Flood protection - subterranean water problems. (In Czech.) Sborník z konference Vodní toky 2006, 38-43.
  12. 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)
  13. 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.
  14. SNĚHOTA M., 2003: Evaluation of infiltration-outflow experiment using MRI. [Doctoral Thesis.] Czech Technical University in Prague.
  15. 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.
  16. STARNAUD G., 1995: The high pore pressures within embankment dams - an unsaturated soil approach. Canadian Geotechnical Journal, 32, 5, 892-898.10.1139/t95-085
  17. 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.2003.09.009
  18. 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, 201-206.10.1201/9781003078616-31
  19. 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/sssaj1980.03615995004400050002x
  20. 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.
  21. 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)00327-9
  22. 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)00037-3
  23. VOGEL T., DOHNAL M., DUŠEK J., 2004: Bench scale modeling approaches. Research Report C1.1, Eberhard Karls Universität Tübingen.
  24. 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.409
DOI: https://doi.org/10.2478/v10098-010-0007-z | Journal eISSN: 1338-4333 | Journal ISSN: 0042-790X
Language: English
Page range: 64 - 72
Published on: Jun 16, 2010
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2010 David Zumr, Milena Císlerová, published by Slovak Academy of Sciences, Institute of Hydrology
This work is licensed under the Creative Commons License.

Volume 58 (2010): Issue 1 (March 2010)