FM9S_12270:Thu:1500:315A
XXI International Congress of Theoretical and Applied Mechanics
Warsaw, Poland, August 15-21, 2004

Effects of Curvature in Avalanche Deflecting Dams

Arne Moe (1), Fridtjov Irgens (1), Ulrik Domaas (2), Carl Bonnevie Harbitz (2)
1. Norwegian University of Science and Technology, Department of Structural Engineering, Trondheim, Norway
2. Norwegian Geotechnical Institute, Oslo, Norway


Curved deflecting dams are an effective protection against avalanches. Three different models are applied for evaluating the effects of curvature in natural and artificial avalanche tracks. The NIS model is a continuum model for simulating dense snow avalanches, incorporating centrifugal forces in two planes, and a procedure for displacing the centre line of the flow according to these. The Schieldrop model is based on the Voellmy-Perla equations, and computes the trajectory of the centre of mass of avalanching material arbitrarily hitting a plane deflecting dam. The quasi-static approach is based on an ideal fluid in stationary flow along a curved channel. The models are applied on data from observed avalanches, to find out how curvature influences run-up, and how the models handle these effects. The NIS model provides velocities for the other two models. The models may be used to evaluate run-up on deflecting dams, providing guidelines for design.



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