Issue |
E3S Web of Conf.
Volume 415, 2023
8th International Conference on Debris Flow Hazard Mitigation (DFHM8)
|
|
---|---|---|
Article Number | 06002 | |
Number of page(s) | 5 | |
Section | Engineering and Mitigation | |
DOI | https://doi.org/10.1051/e3sconf/202341506002 | |
Published online | 18 August 2023 |
Log Crib Check Dam Performance under Multiple Debris-Flow Loadings – East Gate Landslide, British Columbia, Canada
1 Geoinfra Ingenieure AG, Churerstrasse 44a, 8808 Pfäffikon SZ, Switzerland
2 BGC Engineering Inc., 500-980 Howe Street, V6Z 0C8 Vancouver, BC, Canada
3 McElhanney Ltd., 200 - 858 Beatty Street, V6B 1C1 Vancouver BC, Canada
4 Parks Canada Agency, 301 3rd Street West, V0E 2S0 Revelstoke BC, Canada
* Corresponding author: matthias.busslinger@gmail.com
† Dr. Matthias Jakob passed away on October 16, 2022.
Check dams are used in gullies to prevent vertical downcutting of the thalweg. Check dams built as log crib structures are common in steep creeks prone to floods or debris floods. Recent experience with performance of log crib check dams subject to debris flow loadings is less common, as those check dams are often made from reinforced concrete, steel or masonry. This paper summarizes our experience with six log crib check dams built in a gully at East Gate Landslide, between Revelstoke and Golden, BC, Canada. The log crib check dams are subjected to multiple debris flow events every year. The project started as a pilot study and the design is adjusted before the next construction season, based on performance experience with previously built structures.
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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