Application of statistical and hydraulic-continuum dense-snow avalanche models to five real European sites

被引:69
作者
Barbolini, M
Gruber, U
Keylock, CJ
Naaim, M
Savi, F
机构
[1] Univ Cambridge, Dept Geog, Cambridge CB2 3EN, England
[2] Univ Pavia, Dept Hydraul & Environm Engn, I-27100 Pavia, Italy
[3] Swiss Fed Inst Snow & Avalanche Res, CH-7260 Davos, Switzerland
[4] Irstea, Div Nivol, F-38402 St Martin Dheres, France
[5] Univ Roma La Sapienza, Dept Hydraul Transportat & Rd, I-00184 Rome, Italy
关键词
snow; avalanche; hydraulic-continuum models; statistical models; friction coefficients; sensitivity analysis;
D O I
10.1016/S0165-232X(00)00008-2
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
We test the behaviour of two statistical avalanche models and three hydraulic-continuum models of varying dimensionality against five reference events. For the hydraulic models, reference friction coefficients are produced that replicate the runout distance of the historical event. The model sensitivity to friction coefficients, release depth, release area and runout distance is also analysed. The hydraulic-continuum models yield similar reference coefficients on the simplest topography, but diverge for more complex paths, highlighting the importance of boundary conditions on model performance. The Coulomb friction (mu) shows a closer relation to runout distance than the turbulent friction (xi). For models of this type, the debris deposition pattern is useful for selecting model coefficients, rather than relying purely on runout distances. The results of the sensitivity analysis are site-specific, again highlighting the importance of terrain as a model boundary condition. The release area seems ro have less of an influence on model results than the fracture height and xi. In general, the models are most sensitive to mu. At the end of the paper, we propose a scheme for avalanche hazard zoning that integrates the statistical and dynamic models, such that zoning can be undertaken with some confidence in model output. (C) 2000 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:133 / 149
页数:17
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