Snow avalanche impact pressure - vulnerability relations for use in risk assessment

Citation
Cj. Keylock et M. Barbolini, Snow avalanche impact pressure - vulnerability relations for use in risk assessment, CAN GEOTECH, 38(2), 2001, pp. 227-238
Citations number
45
Categorie Soggetti
Civil Engineering
Journal title
CANADIAN GEOTECHNICAL JOURNAL
ISSN journal
00083674 → ACNP
Volume
38
Issue
2
Year of publication
2001
Pages
227 - 238
Database
ISI
SICI code
0008-3674(200104)38:2<227:SAIP-V>2.0.ZU;2-3
Abstract
Use of formal risk analysis to assess avalanche danger is currently limited by a lack of knowledge of how avalanche impact pressures damage structures and cause fatalities. That is, the vulnerability component of risk is poor ly specified. In this paper we outline a method for deriving vulnerability values as a function of position downslope for a range of avalanche sizes. The method is based on the weighted average of vulnerability and uses an av alanche-dynamics model embedded within a statistical framework. The models seem to behave in a consistent manner. By allowing avalanche size and stopp ing position to vary and calculating vulnerability as a function of distanc e from the stopping position, vulnerability values are less approximate tha n the assumption of a constant vulnerability value for each individual size . When the assumptions underlying the impact pressure - vulnerability relat ion are perturbed, the results seem to be robust. The method outlined here should provide a way for avalanche experts to reformulate danger zones base d on return period and impact pressure so that they are set within a risk f ramework.