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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 />

In the end, we expect that the impact of the jet stream below the dams cause c<strong>on</strong>siderable<br />

energy dissipati<strong>on</strong>. Heuberger (1952) also describes that downstream the c<strong>on</strong>stricti<strong>on</strong> at<br />

stati<strong>on</strong> km 1.9 no powder avalanche effect could be observed. Another evidence that our<br />

theory is working, is reported by Skolaut (1997) from the WLV in Salzburg where a torrent<br />

braking measure of similar c<strong>on</strong>structi<strong>on</strong> stopped a powder snow avalanche. Now our district<br />

bureau in Innsbruck tries to c<strong>on</strong>firm the theory in cooperati<strong>on</strong> with the BFW in Innsbruck by<br />

water tank experiments at the University of Innsbruck. The simulati<strong>on</strong>s with FIRE (Schaffhauser,<br />

1997) and SAMOS AT (Herbert and others, 2007) support the expected effects of the<br />

c<strong>on</strong>cept. Based <strong>on</strong> the work of Kristín Martha Hák<strong>on</strong>ardóttir and others (2001) we changed the<br />

shape of the avalanche braking structure in km 2.2.<br />

Figure 3 Plan view of the braking structure at stati<strong>on</strong> km 2.2 (Pittracher/WLV. 2007).<br />

According to the proven effect of mounds in the run out of avalanches (Hák<strong>on</strong>ardóttir and<br />

others, 2003) we decided to build a c<strong>on</strong>structi<strong>on</strong> which closes 50 % of the cross secti<strong>on</strong> of the<br />

cany<strong>on</strong> at stati<strong>on</strong> km 2.2. Built of c<strong>on</strong>crete a 20 m high wall propped up by an earth dam at<br />

the downstream side closes the left side of the gorge completely. Based <strong>on</strong> the result of 3<br />

numerical simulati<strong>on</strong>s with 3 avalanche of different size by SAMOS AT (Herbert and others,<br />

2007) we decided to apply to the authorities for the approval to build the upper braking c<strong>on</strong>structi<strong>on</strong><br />

as a mound. All three avalanche scenarios show that the mound in km 2.2 reduces<br />

the speed of the avalanche significantly.<br />

Manfred Pittracher 65

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