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This research paper presents a numerical simulation of dam-break flow using a Mass-Preserving Level Set method combined with a direct-forcing Immersed Boundary method, focusing on the impact of varying gate lifting speeds on wave propagation. The model is validated against experimental results, demonstrating its effectiveness in accurately capturing free-surface profiles and wave dynamics. The study highlights the computational efficiency of the proposed model compared to existing methods, emphasizing its r

Author

Manuel Andrés Suárez Burgos

Language

EN