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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 />

On a new set of rules for avalanche catching dam design<br />

in Switzerland<br />

Martin Kern*, Marc-André Baillifard, Stefan Margreth and Joseba A. Calvo Soto<br />

WSL Institute for <strong>Snow</strong> and Avalanche Research SLF, Flüelastr. 11, CH-7260 Davos, SWITZERLAND<br />

*Corresp<strong>on</strong>ding author, e-mail: kern (at) slf.ch<br />

ABSTRACT<br />

A new dam design procedure has been developed in Switzerland which takes into account<br />

different energy dissipati<strong>on</strong> mechanisms during the avalanche−dam impact. The new design<br />

procedure represents a more objective approach to dam design as it does not require a<br />

subjective estimate of the energy dissipati<strong>on</strong> implied in the traditi<strong>on</strong>al „Salm rule of thumb“.<br />

From scaled laboratory experiments, we empirically found hat the energy dissipati<strong>on</strong> may be<br />

governed by gravitati<strong>on</strong>al or momentum driven effects, depending <strong>on</strong> whether a so-called<br />

granular bore develops or not. The degree to which a granular bore develops decisively determines<br />

the dam height necessary to stop a given avalanche. The necessary dam height then<br />

depends <strong>on</strong> the avalanche Froude number and <strong>on</strong> the dam geometry given by the mountainside<br />

dam inclinati<strong>on</strong> and <strong>on</strong> the length and inclinati<strong>on</strong> of the dam apr<strong>on</strong>. We dem<strong>on</strong>strate how<br />

the theoretical descripti<strong>on</strong> of the avalanche−dam interacti<strong>on</strong> was derived and then empirically<br />

justified in scaled experiments with chute flows of dry cohesi<strong>on</strong>less material and snow. We<br />

present some evidence for the applicability of the theoretical framework <strong>on</strong> the real-scale<br />

from observati<strong>on</strong>s at the full-scale field site in Vallée de la Si<strong>on</strong>ne. Furthermore, we discuss<br />

the validity of the theory in the light of similarity c<strong>on</strong>siderati<strong>on</strong>s. The theoretical descripti<strong>on</strong><br />

has been c<strong>on</strong>densed into a set of rules for practiti<strong>on</strong>ers in charge of dam design. We test this<br />

set of rules in a series of case studies reviewing project documentati<strong>on</strong>s of several avalanche<br />

catching dams that currently are in the project phase in Switzerland.<br />

Kern, Baillifard, Margreth and Calvo Soto 39

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