Articles | Volume 4, issue 3
https://doi.org/10.5194/nhess-4-469-2004
© Author(s) 2004. This work is licensed under
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the Creative Commons Attribution-NonCommercial-ShareAlike 2.5 License.
Special issue:
https://doi.org/10.5194/nhess-4-469-2004
© Author(s) 2004. This work is licensed under
the Creative Commons Attribution-NonCommercial-ShareAlike 2.5 License.
the Creative Commons Attribution-NonCommercial-ShareAlike 2.5 License.
Critical conditions of bed sediment entrainment due to debris flow
M. Papa
Department of Civil Engineering, Salerno University, Italy
S. Egashira
Department of Civil and Environmental Systems Engineering, College of Science and Engineering, Ritsumeikan Univ., Japan
T. Itoh
Department of Civil and Environmental Systems Engineering, College of Science and Engineering, Ritsumeikan Univ., Japan
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Cited
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- Experimental investigation on debris flow resistance and entrainment characteristics: effects of the erodible bed with discontinuous grading P. Li et al. 10.1007/s11629-022-7365-y
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- Derivation of critical rainfall thresholds for shallow landslides as a tool for debris flow early warning systems M. Papa et al. 10.5194/hess-17-4095-2013
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- Monitoring and modelling of debris-flow erosion in the Rebaixader catchment (Pyrenees, Spain) M. Hürlimann et al. 10.1051/e3sconf/202341503011
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- Simulating the effect of check dam collapse in a debris-flow channel T. Baggio & V. D'Agostino 10.1016/j.scitotenv.2021.151660
- Mechanisms of the Non‐Uniform Breach Morphology Evolution of Landslide Dams Composed of Unconsolidated Sediments During Overtopping Failure G. Zhou et al. 10.1029/2022JF006664
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