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Numerical Simulation of the Influence of Water Flow on the Piers of a Bridge for Different Incidence Angles
College of Civil Engineering, Xiamen University Tan Kah Kee College, Zhangzhou, 363105, China
* Corresponding Author: Danqing Huang. Email:
(This article belongs to the Special Issue: EFD and Heat Transfer IV)
Fluid Dynamics & Materials Processing 2023, 19(3), 845-854. https://doi.org/10.32604/fdmp.2022.020314
Received 16 November 2021; Accepted 08 June 2022; Issue published 29 September 2022
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A two-dimensional mathematical model is used to simulate the influence of water flow on the piers of a bridge for different incidence angles. In particular, a finite volume method is used to discretize the Navier-Stokes control equations and calculate the circumferential pressure coefficient distribution on the bridge piers’ surface. The results show that the deflection of the flow is non-monotonic. It first increases and then decreases with an increase in the skew angle.Keywords
Bridge pier; water flow simulation; impact resistance; flow field around flow; model; fluid mechanics
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APA Style
Huang, D. (2023). Numerical Simulation of the Influence of Water Flow on the Piers of a Bridge for Different Incidence Angles. Fluid Dynamics & Materials Processing, 19(3), 845–854. https://doi.org/10.32604/fdmp.2022.020314
Vancouver Style
Huang D. Numerical Simulation of the Influence of Water Flow on the Piers of a Bridge for Different Incidence Angles. Fluid Dyn Mater Proc. 2023;19(3):845–854. https://doi.org/10.32604/fdmp.2022.020314
IEEE Style
D. Huang, “Numerical Simulation of the Influence of Water Flow on the Piers of a Bridge for Different Incidence Angles,” Fluid Dyn. Mater. Proc., vol. 19, no. 3, pp. 845–854, 2023. https://doi.org/10.32604/fdmp.2022.020314
Copyright © 2023 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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