Interaction of wet dam-break flows with a structure: on the effects of surface tension and gate opening velocity in water surface evolution using MPS method

Advances in Dam-Break Modeling for Flood Hazard Mitigation: Theory, Numerical Models, and Applications in Hydraulic Engineering

“…A popular modern strategy to solve hydrodynamic governing equations in dambreak modeling, both in 2D and 3D frameworks, is based on meshless particle-based methods, such as Smoothed Particle Hydrodynamics (SPH) [84] and the Moving Particle Semi-Implicit Method (MPS) [85,86]. Such methods offer the advantage of avoiding the construction of a computational mesh and the adoption of complex free-surface-tracking algorithms (e.g., [87][88][89][90]).…”

“…7,12,13,and 15). Additionally, some new contributions to experimental dam-break modeling have been published in the literature in the last year (e.g., [86,94,95]). In some of these, dam-break waves are used as incident waves to investigate the features of specific phenomena, such as green water events [96], the propagation of tsunami waves in the swash zone [97], or interaction with floating structures [98].…”