Author(s): Gioele Ruffini; Riccardo Briganti; Corrado Altomare; Paolo De Girolamo; Jacob Stolle; Bahman Ghiassi; Myrta Castellino

Linked Author(s): Gioele Ruffini, Riccardo Briganti, Corrado Altomare, Jacob Stolle

Keywords: Floating debris impact; DualSPHysics; Flow-debris-structure interaction; Tsunami flooding; Numerical modelling

Abstract: Floods can transport debris of a very wide range of dimensions, from cohesive sediments to debris such as trees and cars. Large sized floating debris are particularly hazardous for two main reasons: (i) they can accumulate in narrow passages, such as the case of log jams at bridges, and obstruct the flow, creating potential for further flooding; (ii) they can impact directly on structures transferring to them significant energy, due to their mass and velocity, which can lead to damage and even failure. The transport and the interactions of this type of debris is studied experimentally, often in the context of tsunamis and flash floods. However, numerical studies on large floating debris impact on structures are rare. Therefore, the present study is, instead, focused on the modelling of the flow-debris-structure interaction. First the experiments of Stolle et al. (2018) are simulated numerically. These experiments involve a single positively buoyant container impacting on a structure as a result of being transported by a dam-break flow. The numerical simulations are carried using the open source DualSPHysics model based on the Smoothed Particle Hydrodynamics method. First, the hydrodynamics results were validated with data from Stolle et al. (2018). Subsequently, DualSPHysics was coupled with the Multiphysics engine CHRONO to simulate the container and its impact on the structure. The dam break event described in Stolle et al. (2018), was generated by modelling the movement of a swing gate using the experimental time series, with the container and the structure positioned at 3.2 m and 7.03 m respectively downstream of the reservoir consistently with Stolle et al. (2018). The trajectory as well as the velocity of the centroid of the container were tracked throughout the simulation. The agreement between the model and the experiment results is quantitatively assessed and it is shown that the model is accurate in reproducing the floating container trajectory, impact velocity and, in turn, force. In a second stage, numerical simulations beyond the conditions tested by Stolle et al. (2018) are used to investigate the role of the flow velocity, impact angle and location. References: Stolle, J.; Goseberg, N.; Nistor, I.; Petriu, E. Probabilistic Investigation and Risk Assessment of Debris Transport in Extreme Hydrodynamic Conditions. J. Waterw. Port Coast. Ocean Eng. 2018, 144, 04017039, doi:10.1061/(asce)ww.1943-5460.0000428.

DOI: https://doi.org/10.3850/IAHR-39WC252171192022579

Year: 2022