A new model of granular flows over general topography with erosion and deposition

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Numerical modeling of 2‐D granular step collapse on erodible and nonerodible surface (2009, background): “These authors recognized that the flow depth is a priori unknown, such that it actually is a solution variable, and that the interface between flowing and static material can be time dependent (see Bouchaud et al. [1994], Douady et al. [1999], Pitman et al. [2003], Gray [2001], Doyle et al. [2007], ”
A mechanical erosion model for two-phase mass flows (2016, unknown): “01 80 6v 1 [ ph ys ic s. fl udy n] 6 O ct”