Computational and experimental analysis of flow velocity and complex vortex formation around a group of bridge piers

In this study, the flow characteristics around a group of three piers arranged in tandem were investigated both numerically and experimentally. The simulation utilised the volume of fluid (VOF) model in conjunction with the k – ɛ method (i.e., for flow turbulence representations), implemented through the ANSYS FLUENT software, to model the free-surface flow. The simulation results were validated against laboratory measurements obtained using an acoustic Doppler velocimeter. The comparative analysis revealed discrepancies between the simulated and measured maximum velocities within the investigated flow field. However, the numerical results demonstrated a distinct vortex-induced flow pattern following the first pier and throughout the vicinity of the entire pier group, which aligned reasonably well with experimental data. In the heavily narrowed spaces between the piers, simulated velocity profiles were overestimated in the free-surface region and underestimated in the areas near the bed to the mid-stream when compared to measurements. These discrepancies diminished away from the regions with intense vortices, indicating that the employed model was capable of simulating relatively less disturbed flow turbulence. Furthermore, velocity results from both simulations and measurements were compared based on velocity distributions at three different depth ratios (0.15, 0.40, and 0.62) to assess vortex characteristic around the piers. This comparison revealed consistent results between experimental and simulated data. This research contributes to a deeper understanding of flow dynamics around complex interactive pier systems, which is critical for designing stable and sustainable hydraulic structures. Furthermore, the insights gained from this study provide valuable information for engineers aiming to develop effective strategies for controlling scour and minimizing destructive vortex effects, thereby guiding the design and maintenance of sustainable infrastructure.

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Publication Details

Journal
Water Science and Engineering
Published
2025-01-27
DOI
https://doi.org/10.1016/j.wse.2025.01.003
Citations
6
Primary Topic
Hydrology and Sediment Transport Processes
Type
article
Field-Weighted Citation Impact
10.30
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article

Computational and experimental analysis of flow velocity and complex vortex formation around a group of bridge piers

Mohd Adib Mohammad Razi, Jaan H. Pu, Prashanth Reddy Hanmaiahgari, Bimlesh Kumar et al.
6 citations
Water Science and Engineering
Hydrology and Sediment Transport Processes
10.30
article

Computational and experimental analysis of flow velocity and complex vortex formation around a group of bridge piers

Mohd Adib Mohammad Razi, Jaan H. Pu, Prashanth Reddy Hanmaiahgari, Bimlesh Kumar, Shuyan Zang, Nima Ikani, Ebrahim Hamid Hussein Al‐Qadami
article en
6 citations

Abstract

In this study, the flow characteristics around a group of three piers arranged in tandem were investigated both numerically and experimentally. The simulation utilised the volume of fluid (VOF) model in conjunction with the k – ɛ method (i.e., for flow turbulence representations), implemented through the ANSYS FLUENT software, to model the free-surface flow. The simulation results were validated against laboratory measurements obtained using an acoustic Doppler velocimeter. The comparative analysis revealed discrepancies between the simulated and measured maximum velocities within the investigated flow field. However, the numerical results demonstrated a distinct vortex-induced flow pattern following the first pier and throughout the vicinity of the entire pier group, which aligned reasonably well with experimental data. In the heavily narrowed spaces between the piers, simulated velocity profiles were overestimated in the free-surface region and underestimated in the areas near the bed to the mid-stream when compared to measurements. These discrepancies diminished away from the regions with intense vortices, indicating that the employed model was capable of simulating relatively less disturbed flow turbulence. Furthermore, velocity results from both simulations and measurements were compared based on velocity distributions at three different depth ratios (0.15, 0.40, and 0.62) to assess vortex characteristic around the piers. This comparison revealed consistent results between experimental and simulated data. This research contributes to a deeper understanding of flow dynamics around complex interactive pier systems, which is critical for designing stable and sustainable hydraulic structures. Furthermore, the insights gained from this study provide valuable information for engineers aiming to develop effective strategies for controlling scour and minimizing destructive vortex effects, thereby guiding the design and maintenance of sustainable infrastructure.

Water Science and EngineeringVol. 18(2)
Indian Institute of Technology Guwahati (IN), University of Bradford (GB), Indian Institute of Technology Kharagpur (IN), Shenyang University of Chemical Technology (CN), Tun Hussein Onn University of Malaysia (MY)
Sustainable cities and communities
Openalex Percentile: Top 2%
Hydrology and Sediment Transport Processes
10.30
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