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International Symposium on Mitigative Measures against Snow ...

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<str<strong>on</strong>g>Internati<strong>on</strong>al</str<strong>on</strong>g> <str<strong>on</strong>g>Symposium</str<strong>on</strong>g> <strong>on</strong> <strong>Mitigative</strong> <strong>Measures</strong> <strong>against</strong> <strong>Snow</strong> Avalanches<br />

Egilsstaðir, Iceland, March 11–14, 2008<br />

Figure 1 312m l<strong>on</strong>g st<strong>on</strong>e-arched snow<br />

shed built at Splügenpass in<br />

1843. The snow shed was in<br />

operati<strong>on</strong> until 1950.<br />

Figure 2 130 m l<strong>on</strong>g snow shed built at<br />

Val Raschitsch in 2002 as a<br />

m<strong>on</strong>olithic jointless c<strong>on</strong>crete<br />

structure.<br />

2. EXPERIMENTAL INVESTIGATION OF AVALANCHE FORCES<br />

Between 2002 and 2006, scale experiments using granular material <strong>on</strong> a laboratory chute as<br />

well as large chute experiments with snow <strong>on</strong> the Weissfluhjoch (Davos) were used to<br />

determine the relevant dynamic parameters of flowing avalanches (Platzer and Margreth<br />

2007). In the laboratory approximately 100 experiments were performed <strong>on</strong> a wooden chute<br />

of 7 m length and 0.5 m width (Platzer and others 2004). On the Weissfluhjoch snow chute,<br />

which is 30 m l<strong>on</strong>g and 2.5 m wide, more than 50 experiments with 8 to 15 m 3 snow for each<br />

experiment were performed. Within both experimental setups a series of optical velocity<br />

sensors, ultras<strong>on</strong>ic flow height sensors and force plates − measuring the normal- and shear<br />

comp<strong>on</strong>ent of an avalanche over time − are used in combinati<strong>on</strong> to determine the<br />

characteristics of flowing avalanches when moving over a deflecting structure. The main<br />

findings of the experiments result in an improved approach to calculate the dynamic forces<br />

due to a deviati<strong>on</strong> and in more detailed data<br />

<strong>on</strong> the coefficient of fricti<strong>on</strong> depending <strong>on</strong><br />

the snow type (Fig. 3). Near the deviati<strong>on</strong><br />

point, meaning up to a distance of 1.5 times<br />

the flow height of an avalanche, the so far<br />

applied formula underestimates the applied<br />

dynamic forces, whereas after a distance of<br />

more than 6 times the flow height of an<br />

avalanche, the dynamic forces due to a<br />

deviati<strong>on</strong> have vanished. The mean coefficient<br />

of fricti<strong>on</strong> μ is for dry snow avalanches<br />

0.3 and for wet snow avalanches 0.5 (Platzer<br />

and others 2007). The measured coefficient<br />

Figure 3 Coefficient of fricti<strong>on</strong> μ as a<br />

functi<strong>on</strong> of the measured flow<br />

velocity <strong>on</strong> the snow chute.<br />

of fricti<strong>on</strong> is reduced by about 30% when the<br />

avalanche flows over a deposited snow<br />

cover.<br />

Margreth and Platzer 33

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