http://www.cnr.it/ontology/cnr/individuo/prodotto/ID214424
The application of numerical debris flow modelling for the generation of physical vulnerability curves (Articolo in rivista)
- Type
- Label
- The application of numerical debris flow modelling for the generation of physical vulnerability curves (Articolo in rivista) (literal)
- Anno
- 2011-01-01T00:00:00+01:00 (literal)
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#doi
- 10.5194/nhess-11-2047-011 (literal)
- Alternative label
Quan Luna B., Blahut J., van Westen C.J., Sterlacchini S., van Asch T.W.J., Akbas S.O. (2011)
The application of numerical debris flow modelling for the generation of physical vulnerability curves
in Natural hazards and earth system sciences (Online)
(literal)
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#autori
- Quan Luna B., Blahut J., van Westen C.J., Sterlacchini S., van Asch T.W.J., Akbas S.O. (literal)
- Pagina inizio
- Pagina fine
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#numeroVolume
- Rivista
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#pagineTotali
- Note
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#affiliazioni
- Quan Luna B., van Westen C.J. - Faculty of Geoinformation Science and Earth Observation (ITC), University of Twente, P.O. Box 6, 7500 AA Enschede, The Netherlands
Blahut J. - Institute of Rock Structure and Mechanics, Academy of Sciences of the Czech Republic, V Hole?sovi?ck´ach 41, 182 09 Prague, Czech Republic
Sterlacchini S. - Institute for the Dynamic Environmental Processes, National Research Council (CNR-IDPA), Piazza della Scienza 1, 20126 Milan, Italy
van Asch T.W.J. - Faculty of Geosciences, Utrecht University, Utrecht, The Netherlands
Akbas S.O. - Civil Engineering Department, Gazi University, Ankara, Turkey (literal)
- Titolo
- The application of numerical debris flow modelling for the generation of physical vulnerability curves (literal)
- Abstract
- For a quantitative assessment of debris flow risk,
it is essential to consider not only the hazardous process
itself but also to perform an analysis of its consequences.
This should include the estimation of the expected monetary
losses as the product of the hazard with a given magnitude
and the vulnerability of the elements exposed. A quantifiable
integrated approach of both hazard and vulnerability is
becoming a required practice in risk reduction management.
This study aims at developing physical vulnerability curves
for debris flows through the use of a dynamic run-out model.
Dynamic run-out models for debris flows are able to calculate
physical outputs (extension, depths, velocities, impact
pressures) and to determine the zones where the elements
at risk could suffer an impact. These results can then be
applied to consequence analyses and risk calculations. On
13 July 2008, after more than two days of intense rainfall,
several debris and mud flows were released in the central part
of the Valtellina Valley (Lombardy Region, Northern Italy).
One of the largest debris flows events occurred in a village
called Selvetta. The debris flow event was reconstructed after
extensive field work and interviews with local inhabitants
and civil protection teams. The Selvetta event was modelled
with the FLO-2D program, an Eulerian formulation with a
finite differences numerical scheme that requires the specification
of an input hydrograph. The internal stresses are
isotropic and the basal shear stresses are calculated using a
quadratic model. The behaviour and run-out of the flow was
reconstructed. The significance of calculated values of the
flow depth, velocity, and pressure were investigated in terms
of the resulting damage to the affected buildings. The physical
damage was quantified for each affected structure within
the context of physical vulnerability, which was calculated
as the ratio between the monetary loss and the reconstruction
value. Three different empirical vulnerability curves were
obtained, which are functions of debris flow depth, impact
pressure, and kinematic viscosity, respectively. A quantitative
approach to estimate the vulnerability of an exposed element
to a debris flow which can be independent of the temporal
occurrence of the hazard event is presented. (literal)
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- Autore CNR
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