Articles | Volume 15, issue 12
https://doi.org/10.5194/nhess-15-2597-2015
https://doi.org/10.5194/nhess-15-2597-2015
Research article
 | 
02 Dec 2015
Research article |  | 02 Dec 2015

Laboratory tests for the optimization of mesh size for flexible debris-flow barriers

C. Wendeler and A. Volkwein

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Cited articles

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Buckingham, E.: Model experiments and the form of empirical equations, Trans. ASME, 37, 263–296, 1915.
Canelli, L., Ferrero, A. M., Migliazza, M., and Segalini, A.: Debris flow risk mitigation by the means of rigid and flexible barriers – experimental tests and impact analysis, Nat. Hazards Earth Syst. Sci., 12, 1693–1699, https://doi.org/10.5194/nhess-12-1693-2012, 2012.
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Iverson, R.: Scaling and design of landslide and debris-flow experiments, Geomorphology 244, 9–20, 2015.
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Short summary
Laboratory tests were performed with natural debris material to study the loading aspects of flexible debris-flow barriers and to quantify the influence of different mesh sizes and the lower gap between barrier and the riverbed. A reasonable retention was reached with a net mesh size and a basal gap smaller than 90% of the grains. By scaling the laboratory tests to the field using Froude similarity, a recommendation is given for the best net mesh size and the gap under natural conditions.
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