Load model for designing flexible steel barriers for debris flow mitigation
- Wendeler, Corinna WSL Swiss Federal Institute for Forest, Snow and Landscape Research, 8903 Birmensdorf, Switzerland.
- Volkwein, Axel WSL Swiss Federal Institute for Forest, Snow and Landscape Research, 8903 Birmensdorf, Switzerland.
- McArdell, Brian W. WSL Swiss Federal Institute for Forest, Snow and Landscape Research, 8903 Birmensdorf, Switzerland.
- Bartelt, Perry WSL Institute for Snow and Avalanche Research SLF, 7260 Davos-Dorf, Switzerland.
Published in:
- Canadian Geotechnical Journal. - Canadian Science Publishing. - 2019, vol. 56, no. 6, p. 893-910
English
Light-weight flexible steel net barriers catch coarse debris, but let some of the fine material and water pass through the net. They are difficult to design so that they can withstand the impact pressures of both boulder-laden granular and water-saturated debris flows. Using results from laboratory and full-scale field tests, a debris flow load model has been developed for flexible barriers in torrent channels. The model accounts for the forces of initial impact as well as the filling process discretized stepwise over time (barriers in the field and laboratory fill continuously). Laboratory tests with fast debris flow front velocities revealed a run-up behaviour that was not observed in the field (“pile-up”). The load model divides the flow forces into a hydrostatic component and a dynamic part depending on a pressure coefficient, the flow velocity, and the density of the flow. This dynamic part, which is more complex to quantify, accounts for the wide-ranging debris flow characteristics from watery and muddy debris floods to granular friction-dominated mass flows.
- Language
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- English
- Open access status
- green
- Identifiers
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- DOI 10.1139/cgj-2016-0157
- ISSN 0008-3674
- Persistent URL
- https://sonar.ch/global/documents/159663
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