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Breaching flow occurs during the breach development of the embankment, dike, earthen dam, landslide barrier, etc. and plays an import role in the breaching erosion as the driving force.
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Numerous experimental methods have been used to simulate the development of internal erosion and piping in earth dams and landslide dams (Wit et al. 1981; Brauns 1985; Maknoon and Mahdi 2010).
Fig. 2 Pie Chart of the classification of the damming landslides induced by the Wenchuan earthquake.
Yellow triangles represent the typical coseismic and post-earthquake damming landslides.
The landslide dam stability largely depends on the dam comprising materials that in turn are strongly related to the types of damming landslides and valley morphometry.
This classification is linked to the typology of damming landslides and considered to be a preliminary indicator of dam stability.
According to the authors' previous study on 828 coseismic landslide dams (Fan et al. 2012c), the proportion of different types of damming landslides is shown in Fig. 2.
4) For landslide dam failure, it is found that landslide dam will easily breach or collapse, when the landslide-dam-deposits are fine.
For landslide dam failure, it is found that landslide dam will easily breach or collapse, when the landslide-dam-deposits are fine.
For landslide dam failure, it was found that landslide dam could easily breach or collapse, when the landslide-dam-deposits were fine.
Fig. 1 a Exposed section of the materials composing the Akatani landslide dam b Upstream side of the Akatani landslide dam showing water inflow into the dam through an artificial drainage pipe.
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