@prefix prodottidellaricerca: . @prefix istituto: . @prefix prodotto: . istituto:CDS028 prodottidellaricerca:prodotto prodotto:ID289841 . @prefix pubblicazioni: . @prefix unitaDiPersonaleInterno: . unitaDiPersonaleInterno:MATRICOLA5850 pubblicazioni:autoreCNRDi prodotto:ID289841 . @prefix modulo: . modulo:ID8238 prodottidellaricerca:prodotto prodotto:ID289841 . @prefix rdf: . prodotto:ID289841 rdf:type prodotto:TIPO1101 . @prefix retescientifica: . prodotto:ID289841 rdf:type retescientifica:ProdottoDellaRicerca . @prefix rdfs: . prodotto:ID289841 rdfs:label "Physically based dynamic run-out modelling for quantitative debris flow risk assessment: A case study in Tresenda, northern Italy (Articolo in rivista)"@en . @prefix xsd: . prodotto:ID289841 pubblicazioni:anno "2014-01-01T00:00:00+01:00"^^xsd:gYear ; pubblicazioni:doi "10.1007/s12665-013-2986-7"^^xsd:string . @prefix skos: . prodotto:ID289841 skos:altLabel "
Quan Luna B.; Blahut J.; Camera C.; van Westen C.; Apuani T.; Jetten V.; Sterlacchini S. (2014)
Physically based dynamic run-out modelling for quantitative debris flow risk assessment: A case study in Tresenda, northern Italy
in Environmental earth sciences (Print)
"^^rdf:HTML ; pubblicazioni:autori "Quan Luna B.; Blahut J.; Camera C.; van Westen C.; Apuani T.; Jetten V.; Sterlacchini S."^^xsd:string ; pubblicazioni:paginaInizio "645"^^xsd:string ; pubblicazioni:paginaFine "661"^^xsd:string ; pubblicazioni:url "http://www.scopus.com/inward/record.url?eid=2-s2.0-84904394898&partnerID=q2rCbXpz"^^xsd:string ; pubblicazioni:numeroVolume "72"^^xsd:string . @prefix ns11: . prodotto:ID289841 pubblicazioni:rivista ns11:ID142476 ; pubblicazioni:pagineTotali "17"^^xsd:string ; pubblicazioni:numeroFascicolo "3"^^xsd:string ; skos:note "Scopu"^^xsd:string ; pubblicazioni:affiliazioni "Energy, Research and Innovation, Det Norske Veritas (DNV), Veritasveien 1, 1363 H\u00F8vik, Norway; \nDepartment of Engineering Geology, Institute of Rock Structure and Mechanics, Academy of Sciences of the Czech Republic (IRSM-ASCR), V Hole?ovi?k\u00E1ch 41, 182 09 Prague, Czech Republic; \nEnergy, Environment and Water Research Center, The Cyprus Institute, 20 Konstantinou Kavafi, 2121 Aglantzia (Nicosia), Cyprus; \nUniversity of Twente, PO Box 6, 7500 AA Enschede, Netherlands; \nDepartment of Earth Sciences Ardito Desio, Universit\u00E0 degli Studi di Milano, Via Mangiagalli 34, 20133 Milan, Italy; \nInstitute for the Dynamic of Environmental Processes, National Research Council (CNR-IDPA), Piazza della Scienza 1, 20126 Milan, Italy"^^xsd:string ; pubblicazioni:titolo "Physically based dynamic run-out modelling for quantitative debris flow risk assessment: A case study in Tresenda, northern Italy"^^xsd:string ; prodottidellaricerca:abstract "Quantitative landslide risk assessment requires information about the temporal, spatial and intensity probability of hazardous processes both regarding their initiation as well as their run-out. This is followed by an estimation of the physical consequences inflicted by the hazard, preferentially quantified in monetary values. For that purpose, deterministic hazard modelling has to be coupled with information about the value of the elements at risk and their vulnerability. Dynamic run-out models for debris flows are able to determine physical outputs (extension, depths, velocities, impact pressures) and to determine the zones where the elements at risk can suffer an impact. These results can then be applied for vulnerability and risk calculations. Debris flow risk has been assessed in the area of Tresenda in the Valtellina Valley (Lombardy Region, northern Italy). Three quantitative hazard scenarios for different return periods were prepared using available rainfall and geotechnical data. The numerical model FLO-2D was applied for the simulation of the debris flow propagation. The modelled hazard scenarios were consequently overlaid with the elements at risk, represented as building footprints. The expected physical damage to the buildings was estimated using vulnerability functions based on flow depth and impact pressure. A qualitative correlation between physical vulnerability and human losses was also proposed. To assess the uncertainties inherent in the analysis, six risk curves were obtained based on the maximum, average and minimum values and direct economic losses to the buildings were estimated, in the range of 0.25-7.7 million EUR, depending on the hazard scenario and vulnerability curve used. \u00A9 2013 Springer-Verlag Berlin Heidelberg."@en ; prodottidellaricerca:prodottoDi istituto:CDS028 , modulo:ID8238 ; pubblicazioni:autoreCNR unitaDiPersonaleInterno:MATRICOLA5850 . @prefix parolechiave: . prodotto:ID289841 parolechiave:insiemeDiParoleChiave . ns11:ID142476 pubblicazioni:rivistaDi prodotto:ID289841 . parolechiave:insiemeDiParoleChiaveDi prodotto:ID289841 .