Articles | Volume 4, issue 3
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.
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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- 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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- 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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