Author(s): Behrad Tarami; Bahman Ehteshami; Yee-Chung Jin

Linked Author(s): Yee-chung Jin

Keywords: Dam break; MPS; Particle method; Rock fill dam

Abstract: The Lagrangian method describes fluid motion by tracking individual fluid parcels and monitoring their properties as they move. In this study, the Moving Particle Semi-implicit method, a mesh-free numerical approach, is utilized to simulate the dam break of a rock-filled porous media structure. Due to the creation of shocks during the dam break, conventional treatment methods are inadequate, necessitating further refinements. Numerical simulations employing MPS demonstrate reasonable agreement with experimental data.

DOI: https://doi.org/10.3850/iahr-hic2483430201-75

Year: 2024