A Weakly Non-hydrostatic Shallow Model for Dry Granular Flows
نویسندگان
چکیده
A non-hydrostatic depth-averaged model for dry granular flows is proposed, taking into account vertical acceleration. variable friction coefficient based on the $\mu(I)$ rheology considered. The obtained from an asymptotic analysis in a local reference system, where contribution supposed to be small compared hydrostatic one. counterpart of pressure may written as sum two terms: one corresponding stress tensor and other introduced here weakly non-hydrostatic, sense that related not taken due its complex implementation. simple efficient numerical scheme proposed. It consists three-step splitting procedure, it reconstruction. Two key points are: (i) force has before solving pressure. Otherwise, incompressibility condition ensured; (ii) both are when dealing with force. then validated several tests, including laboratory experiments collapse. influence terms choice coordinate system (Cartesian or local) analyzed. We show models less sensitive system. In general, much better reproduces collapse models. An important result simulated mass profiles up deposit front velocity greatly improved. As expected, shown larger values slope.
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ژورنال
عنوان ژورنال: Journal of Scientific Computing
سال: 2021
ISSN: ['1573-7691', '0885-7474']
DOI: https://doi.org/10.1007/s10915-020-01377-9