A meshless model for three-dimensional direct numerical simulation of local scour around cylinder bridge foundation

• Published in: Ocean engineering 2024-11, Vol.312, p.119220, Article 119220
• Main Authors: Zhang, Rongzhao, Xiong, Wen, Gao, Yufeng
• Format: Article
• Language: English
• Subjects: Foundation engineering; Local scour; Numerical simulation; Scour depth; Smoothed particle hydrodynamics; Two-phase
• ISSN: 0029-8018
• DOI: 10.1016/j.oceaneng.2024.119220

A meshless local scour model for cylinder bridge foundation based on the smoothed particle hydrodynamics (SPH) method is proposed in this paper. Differing from the traditional Eulerian mesh model used for monopile local scour, it overcomes the high requirements of mesh quality and density for capturing large deformations at the fluid interface. Unlike the transient sediment erosion SPH model used for dam-break, sediment flushing, and water jet, the meshless approach is innovatively applied to the continuous simulation of bridge local scour under steady flow conditions. The present SPH model is established based on the SPH multi-phase fluid model, integrating a classical fluid model combined with numerical stabilization algorithms to govern water particle motion and a sediment model from Zhang et al. (2024) to govern sediment evolution, and tests a new scheme for boundary treatment in the model based on DualSPHysics. Furthermore, a novel scour visualization method that aims at extracting both visible and actual bed surfaces from discrete particles is proposed. The model is validated through comparison with rigid bed and live bed experiments, demonstrating favorable agreement in terms of flow and scour simulation. Importantly, the model results reveal a discrepancy between the elevation of the post-scour visible bed surface derived from the conventional Eulerian mesh model and experimental data, compared to the actual bed surface unaffected by water flow erosion. This indicates the necessity for incorporating a safety margin in foundation design when utilizing experimental results to determine the maximum scour depth. •A meshless numerical simulation method for local scour of bridge foundation is proposed.•An improved in\out boundary for the multi-phase SPH model is proposed.•The mDBC boundary for the multi-phase flow model is proposed.•A scour visualization method is proposed to extract the actual bed surface from discrete particles.•A suggestion for foundation scour resistance design are proposed according to the model results.