Numerical studies for a better understanding of static ice loads on dams

Author:

Kharik Ekaterina1,Morse Brian1,Roubtsova Varvara2,Fafard Mario1,Côté Alain2,Comfort George3

Affiliation:

1. Université Laval, 1065, av. de la Médicine, Quebec City, QC G1V 0A6, Canada.

2. Hydro-Québec’s research institute (IREQ), 1800, blvd. Lionel-Boulet, Varennes, QC J3X 1S1, Canada.

3. G. Comfort Ice Engineering Ltd., 2, Conacher Gate, Kanata, ON K2K 3H1, Canada.

Abstract

It is important to anticipate potential maximum ice loads to ensure the structural stability of dams in cold climates. Finite element modeling (FEM) can provide some insights into process mechanisms. Four important ice-loading events on dams are presented and simulated. The measured loads were caused by the thermal expansion of ice together with intermediate water level fluctuations. Only the thermal expansion is modeled by the FEM, but the impact of water level fluctuations can increase lateral confinement that increases the predicted load by 36% to 106%, particularly when the cover contains mostly columnar ice. It is demonstrated that the presence of snow ice in the cover can decrease the predicted load by 35% to 53%. The study also demonstrates how initial stresses in the ice can affect the ultimate load and show that the very-difficult-to-manage delayed-elastic strain term need not be included in the material model where preliminary results suffice.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference22 articles.

1. ANSYS, Inc. 2013. ANSYS Mechanical APDL theory reference. Release 15.0. ANSYS, Inc., Canonsburg, PA.

2. Azarnejad, A., and Hrudey, T.M. 1996. Thermal ice loads on structures. Structural Engineering Report No. 213, Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB.

3. Ice Thrust in Reservoirs

4. Comfort, G., and Gong, Y. 1999. Static ice loads on hydro-electric structures: field measurements made at the Seven Sisters, McArthur Falls and Churchill Falls generating stations during the 1998-99 winter. CEA Report T992700-0204, Fleet Technology Ltd., Kanata, ON.

5. Static ice loads on dams

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