A "simulation chain" to define a Multidisciplinary Decision Support System for landslide risk management in pyroclastic soils

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Abstract

This paper proposes a Multidisciplinary Decision Support System (MDSS) as an approach to manage rainfall-induced shallow landslides of the flow type (flowslides) in pyroclastic deposits. We stress the need to combine information from the fields of meteorology, geology, hydrology, geotechnics and economics to support the agencies engaged in land monitoring and management. The MDSS consists of a "simulation chain" to link rainfall to effects in terms of infiltration, slope stability and vulnerability. This "simulation chain" was developed at the Euro-Mediterranean Centre for Climate Change (CMCC) (meteorological aspects), at the Geotechnical Laboratory of the Second University of Naples (hydrological and geotechnical aspects) and at the Department of Economics of the University of Naples "Federico II" (economic aspects). The results obtained from the application of this simulation chain in the Cervinara area during eleven years of research allowed in-depth analysis of the mechanisms underlying a flowslide in pyroclastic soil. © Author(s) 2012. CC Attribution 3.0 License.

Figures

  • Figure 1. Flow chart of the Multidisciplinary Decision Support System (MDSS) 2
  • Figure 2. Conditions for rainfall-induced flowslide in unsaturated soils (infinite slope) 2 Fig. 2. Conditions for rainfall-induced flowslide in unsaturated soils (infinite slope).
  • Figure 3. Warning procedure for the evaluation of the shallow landslide risk 3 Fig. 3. Warning procedure for the evaluation of the s allow landslide risk.
  • Figure 4. Domains used in COSMO-LM for the evaluation of atmospheric variable; a) 7km; b) 2.8km. 2 Fig. 4. Domains used in COSMO-LM for the evaluation of atmospheric variable; (a) 7 km; (b) 2.8 km.
  • Figure 5. Meteorological model steps. 2
  • Fig. 6. Superimposition of COSMO LM 2.8 km model grid points (black dots) with the Digital Elevation Model (DEM) with the area with a finer grid resolution of 100 m× 100 m (grey scale).
  • Fig. 7. Cervinara site: plan-view, monitoring station and schematic cross-section.
  • Figures 8. Cervinara Digital Terrain Model (DTM). 3 Fig. 8. Cervinara Digital Terrain Model (DTM).

References Powered by Scopus

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CITATION STYLE

APA

Damiano, E., Mercogliano, P., Netti, N., & Olivares, L. (2012). A “simulation chain” to define a Multidisciplinary Decision Support System for landslide risk management in pyroclastic soils. Natural Hazards and Earth System Science, 12(4), 989–1008. https://doi.org/10.5194/nhess-12-989-2012

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