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A combined conceptual model for the effects of fissure-induced infiltration on slope stability

  • Part II Short Term Modelling
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Process Modelling and Landform Evolution

Part of the book series: Lecture Notes in Earth Sciences ((LNEARTH,volume 78))

Abstract

In humid and subhumid Mediterranean environments the disruption of the vegetation cover by in particular shallow landslides limits the area in which erodible material is exposed to overland flow. On short temporal scales the hydrological system that allows for the generation of critical pore pressures or soil moisture conditions on the potential shear surface determines the occurrence of these landslides. Hence the relative contribution of landsliding to land degradation processes can be quantified in terms of its magnitude and frequency through a semiphysical hillslope model that links the relevant hydrological processes to a stability analysis. For the development of such a combined model for hydrology and slope stability a conceptualization of the process system is needed. Through the implementation of the resulting model in a GIS environment the effect of topography, to which the occurrence of landslides is intrinsically linked, can be incorporated. In addition, the spatial variation of hydrological and geomechanical parameters can be incorporated in the model. This is important since the occurrence and extent of shallow landslides is directly dependent on the net rainfall input in the hydrological system, as defined by the land cover of the area.

In this paper a conceptual model is presented that combines a description of the hydrology with an assessment of the slope stability. The conceptual framework of this model is based on field observations in the Alcoy area (SE Spain). In this area shallow landslides occur on steep, unsaturated slopes in marly deposits of Miocene age, at the boundary between regolith and bedrock (1–2 m depth). Given the low matric permeability of the marl it has been assumed that preferential flow along distinct sets of fissures by-passing slower matric percolation might account for the observed response time of landslides to rainfall events. The fissures in the regolith are either relict primary bedrock structures (discontinuities) or are formed by weathering, creep and shear; they are supplied with water by subsurface flow through the more permeable rootzone. With the combined slope stability model, which is programmed in the meta-language embedded in the PCRaster GIS package, a sensitivity analysis has been performed to assess the impact of fissure flow on the occurrence of landslides in a small catchment of 1.2 km2 near Alcoy.

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References

  • Anderson, M.G. and S. Howes (1985): Development and application of a combined soil water-slope stability model. Q.J.Eng. Geology 18:225–236.

    Google Scholar 

  • Anderson, M.G., M.J. Kemp, and D.M. Lloyd (1988): Application of soil water finite difference models to slope stability models. In: Bonnard (Ed): Landslides-Proceedings of the Fifth International Symposium on Landslides, Lausanne, 525–530.

    Google Scholar 

  • Beven, K. and P.F. Germann (1982): Macropores and water flow in soils. Water Resources Research 18:1311–1325.

    Google Scholar 

  • Bouma, J. (1990): Using morphometric expressions for macropores to improve soil physical analyses of field soils. Geoderma 46:3–11.

    Google Scholar 

  • Carrara, A., M. Cardinali, F. Guzzetti, and P. Reichenbach (1995): GIS technology in mapping landslide hazard. In: Carrara and Guzzetti (Eds), Geographical Information Systems in Assessing Natural Hazards. Kluwer Academic Publishers, 135–175.

    Google Scholar 

  • Fredlund, D.G. (1987): Slope stability analysis incorporating the effect of soil suction. In: Anderson and Richards (Eds), Slope Stability. J. Wiley and Sons Ltd., 113–143.

    Google Scholar 

  • Germann, P.F. (1990): Macropores and hydrological hillslope processes. In: Anderson and Burt (Eds): Process Studies in Hillslope Hydrology. J. Wiley and Sons Ltd., 327–363.

    Google Scholar 

  • La Roca-Cervigón, N. and A. Calvo-Cases (1988): Slope evolution by mass movements and surface wash (Valls d'Alcoi, Alicante, Spain). Catena Suppl. 12:95–102.

    Google Scholar 

  • La Roca-Cervigón, N. (1991): Untersuchungen zur räumlichen und zeitlichen Variabilität der Massenbewegungen im Einzugsgebiet der Riu d'Alcoi (Alicante, Ostspanien). Die Erde 122:221–236.

    Google Scholar 

  • Lane, L.J., M.A. Nearing, J.M. Laflen, G.R. Foster, and M.H. Nichols (1992): Description of the US Department of Agriculture Water Erosion Prediction Project (WEPP) model. In: Parsons and Abrahams (Eds): Overland Flow: Hydraulics and Erosion Mechanisms. UCL Press Ltd. London:377–391.

    Google Scholar 

  • PCRaster (1996): PCRaster software and manual. For information and downloadable evaluation software, see http://www.frw.ruu.nl/pcraster.html.

    Google Scholar 

  • Rahardjo, H., D.G. Fredlund, and S.K. Vanapalli (1991): Use of linear and non-linear strength versus matric suction relations in slope stability analysis. In Bell (Ed.): Landslides — Proceedings of the Sixth International Symposium on Landslides, Christchurch, 531–537.

    Google Scholar 

  • Snow, D.T. (1968): Rock fracture spacings, openings and porosities. J. of Soil Mechanics and Foundations Divisions, Proceedings Am. Soc. of Civil Eng. 94:73–91.

    Google Scholar 

  • Van Asch, Th.W.J. (1980): Water erosion on slopes and landsliding in a Mediterranean area. Thesis Utrecht University, Nederlandse Geografische Studies, 238 pp.

    Google Scholar 

  • Van Asch, Th.W.J., and H. van Steijn (1991): Temporal patterns of mass movements in the French Alps. Catena 18:515–527.

    Google Scholar 

  • Van Steijn, H. (1996): Debris-flow magnitude-frequency relationships for mountaineous regions of Central and Northwest Europe. Geomorphology 15:259–273.

    Google Scholar 

  • Vauclin, M., R. Haverkamp, and G. Vachaud (1979): Résolution numérique d'une équation de diffusion non lineaire — Application à la infiltration de l'eau dans les sols non-saturés. Presses Universitaires de Grenoble 183.

    Google Scholar 

  • Wesseling, C.G., D. Karssenberg, W.P.A. van Deursen, and P.A. Burrough (1996): Integrating dynamic environmental models in GIS: the development of a Dynamic Modelling language. Transactions in GIS 1:40–48.

    Google Scholar 

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Stefan Hergarten Horst J. Neugebauer

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© 1999 Springer-Verlag

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van Beek, L.P.H., van Asch, T.W.J. (1999). A combined conceptual model for the effects of fissure-induced infiltration on slope stability. In: Hergarten, S., Neugebauer, H.J. (eds) Process Modelling and Landform Evolution. Lecture Notes in Earth Sciences, vol 78. Springer, Berlin, Heidelberg. https://doi.org/10.1007/BFb0009724

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  • DOI: https://doi.org/10.1007/BFb0009724

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  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-64932-8

  • Online ISBN: 978-3-540-68307-0

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