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Piping in loess-like and loess-derived soils : case study of Halenkovice site, Czech Republic

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EN
Abstrakty
EN
The soil piping that occurs on luvisols in the vicinity of the village of Halenkovice was studied for 5 years. These piping phenomena can only be found where arable land meets the forest or a belt of shrubbery. If there is a scarp in the locality, which usually changes from 6° in the field to approximately 30° in the forest, soil pipes are more likely to occur. Before the scarp, the slope flattens out and it is almost horizontal. This factor makes it possible for the overland flow to seep into the slope. This seepage results in soil piping, which is formed in loess loam and colluvial deposits. There are about 15 sites in the vicinity of the village of Halenkovice, where soil piping occurs. In one of them, Halenkovice 1 (an area of 900 m2) we closely studied 47 partial cavities. Their internal volume is 3.8 m3. The volume of the sink holes is 23 m3. There are two types of soil pipes – vertical, which on average tend to be shorter (40 cm) and lead the water under the surface, and soil pipes parallel with the slope, which are on average 81 cm long. Water flows through the pipes during a thaw or precipitation, which often takes away the top soil. The intensity of this process depends on the intensity of precipitation, which occurs outside the growing season, when there are no crops in the fields.
Rocznik
Strony
45–--50
Opis fizyczny
Bibliogr. 19 poz., rys., tab., wykr.
Twórcy
autor
  • Transport Research Centre, Líšeňská 33a, Brno 636 00, Czech Republic
autor
  • Transport Research Centre, Líšeňská 33a, Brno 636 00, Czech Republic
Bibliografia
  • 1. Baron, I., Cilek, V. & Melichar, R., 2003. Pseudokrasove jeskyne jako indikatory svahovych pohybu. (In Czech). Geologicke vyzkumy na Morave a ve Slezsku v roce 2002, Brno: 84-88.
  • 2. Bil, M. & Muller, I., 2008. The origin of shallow landslides in Moravia (Czech Republic) in the spring of 2006. Geomorphology, 99: 246-253.
  • 3. Brand, E., Dale, M. & Nash, J., 1986. Soil pipes and slope stability in Hong Kong. Quarterly Journal of Engineering Geology, 19: 301-303.
  • 4. Farifteh, J. & Soeters, R., 1999. Factors underlying piping in the Basilicata region, southern Italy. Geomorphology, 26: 239-251.
  • 5. Faulkner, H., 2006. Piping hazard on collapsible and dispersive soils in Europe. In: Boardman, J. & Poesen, J. (eds), Soil erosion in Europe. John Wiley & Sons, Ltd., Chichester: 537--562.
  • 6. Gabris, A, Kertesz, A. & Zambó, L., 2003. Land use change and gully formation over the last 200 years in a hilly catchment. Catena, 50: 151-164.
  • 7. Garcia-Ruiz, J. M., Lasanta, T. & Alberto, F., 1997. Soil erosion by piping in irrigated fields. Geomorphology, 20: 269-278.
  • 8. Holden, J., Burt, T. P. & Vilas, M., 2002. Application of ground- penetrating radar to the identification of subsurface piping in blanket peat. Earth Surface Processes and Landforms, 27: 235-249.
  • 9. Holubek, P., 2008. Suffosion (piping) cave in the foothill of the West Tatras in Slovakia. In: Zacisk, Special Issue: 9th International Symposium on Pseudokarst, Bielsko-Biala: 18-19.
  • 10. Jones, J., Richardson, J. & Jacob, H., 1997. Factors controlling the distribution of piping in Britain: a reconnaissance. Geomorphology, 20: 289-306.
  • 11. Khomenko, V., 2006. Suffosion hazard: Today’s and tomorrow’s problem for cities. In: Proceedings of the 10th IAEG International Congress, United Kingdom, 6-10 September 2006. The Geological Society of London, 577: 1-8.
  • 12. Kirchner, K., 1987. Sledovani vyvoje sufoznich tvaru v oblasti Vsetina. (In Czech). Zprdvy Geografickeho ustavu CSAV, 14: 135-143, Brno.
  • 13. Kos, P., Kosova, L., Rasovsky, V. & Harna, I., 2000. Sprasove jeskyne u Dolnich Vestonic pod Pavlovskymi vrchy. (In Czech). Speleo, 30: 14-19, Praha.
  • 14. Krejci, O., Baron, I., Bil, M., Hubatka, F., Jurova, Z. & Kirchner, K., 2002. Slope movements in the Flysch Carpathians of Eastern Czech Republic triggered by extreme rainfalls in 1997: a case study. Physics and Chemistry of the Earth, 27: 1567-1576.
  • 15. Stankoviansky, M. & Barka, I., 2007. Geomorphic response to environmental changes in the Slovak Carpathians. Studia Geomorphologica Carpatho-Balcanica, 41: 5-28.
  • 16. Tolasz, R. (ed ), 2007. Climate Attas of Czechia. Czech Hydrometeorological Institute and Palacky University in Olomouc, 1st edition. Prague, Olomouc, 256 pp.
  • 17. Uchida, T., Kosugi, K. & Mizuyama, T., 2001. Effects of pipeflow on hydrological process and its relation to landslide: a review of pipeflow studies in forested headwater catchments. Hydrological Processes, 15: 2151-2174.
  • 18. Verachtert, E., Van Den Eeckhaut, M., Poesen, J. & Deckers, J., 2010. Factors controlling the spatial distribution of soil piping erosion on loess-derived soils: A case study from central Belgium. Geomorphology, 118: 339-348.
  • 19. Zhu, T., 1997. Deep-seated, complex tunnel systems - a hydrological study in a semi-arid catchment, Loess Plat eau, China. Geomorphology, 20: 255-267.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-55df08d8-2391-4321-8e75-84841cd21f89
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