Version 1
: Received: 14 June 2024 / Approved: 14 June 2024 / Online: 15 June 2024 (04:44:31 CEST)
How to cite:
Xiao, L.; Qingsheng, C.; Zhaoning, Z.; Zhuang, D. Optimization of bridge pier winding flow numerical simulation scheme based on Delft3D. Preprints2024, 2024061029. https://doi.org/10.20944/preprints202406.1029.v1
Xiao, L.; Qingsheng, C.; Zhaoning, Z.; Zhuang, D. Optimization of bridge pier winding flow numerical simulation scheme based on Delft3D. Preprints 2024, 2024061029. https://doi.org/10.20944/preprints202406.1029.v1
Xiao, L.; Qingsheng, C.; Zhaoning, Z.; Zhuang, D. Optimization of bridge pier winding flow numerical simulation scheme based on Delft3D. Preprints2024, 2024061029. https://doi.org/10.20944/preprints202406.1029.v1
APA Style
Xiao, L., Qingsheng, C., Zhaoning, Z., & Zhuang, D. (2024). Optimization of bridge pier winding flow numerical simulation scheme based on Delft3D. Preprints. https://doi.org/10.20944/preprints202406.1029.v1
Chicago/Turabian Style
Xiao, L., Zeng Zhaoning and Dong Zhuang. 2024 "Optimization of bridge pier winding flow numerical simulation scheme based on Delft3D" Preprints. https://doi.org/10.20944/preprints202406.1029.v1
Abstract
The majority of existing numerical simulations of the effect of bridge piers on water movement are based on a limited number of bridge piers at a laboratory scale. Furthermore, some 2D numerical simulations for actual bridge projects have deficiencies, including the use of overly large mesh sizes and an inadequate treatment of bridge piers. In this study, we compare three methods of structural mesh encryption, suspension mesh, and nonstructural mesh based on Delft3D, and apply the optimization scheme to a real bridge project. It is demonstrated that optimal results can be achieved by utilising a grid size comparable to the pier diameter (Dp) in the region away from the piers. In the vicinity of the piers, the grid cell size should be no larger than 1/9 Dp. The suspended grid technique (DD Boundary) can yield results consistent with those obtained using a full-area high-resolution grid, provided that the total number of grids can be reduced and the computational time is considerably reduced. In this study, the unstructured mesh (Deflt3D Flexible Mesh) scheme was unable to capture the oscillations of the wake flow behind the bridge piers. However, the application of the optimized scheme in bridge engineering has demonstrated its practical value. The findings of this study on mesh resolution and suspension mesh scheme can be applied to the Delft3D software and are also useful for other numerical simulation work.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
