KEY POINTS • The two-phase depth-integrated model by Di Cristo et al. (2016) is adopted for simulating some laboratory tests. • The experiments reproduce the impact of a dam- break wave, with its successive reflections, on a steep slope erodible embankment. • The numerical and experimental free surface profiles are in good agreement, while simulations are not able to capture some peculiar features of the sand bank erosion process.

Numerical simulation of fast water waves on an erodible slope

Cristiana Di Cristo;Stefania Evangelista;Angelo Leopardi;
2016-01-01

Abstract

KEY POINTS • The two-phase depth-integrated model by Di Cristo et al. (2016) is adopted for simulating some laboratory tests. • The experiments reproduce the impact of a dam- break wave, with its successive reflections, on a steep slope erodible embankment. • The numerical and experimental free surface profiles are in good agreement, while simulations are not able to capture some peculiar features of the sand bank erosion process.
2016
9788898010400
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11580/66988
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