3D Numerical Study of Scour around a Pile Group in the Staggered Arrangement under Combined Wave-Current Flows
Publication: Journal of Irrigation and Drainage Engineering
Volume 150, Issue 2
Abstract
The paper presents three-dimensional (3D) simulations conducted to study scour around a pair of twin piles arranged in different skew angle () configurations under combined wave-current flow conditions, utilizing a computational fluid dynamics (CFD) model, REEF3D. The Reynolds-averaged Navier-Stokes (RANS) equation is solved using the turbulence model in this study. The Exner equation is employed to measure variations in bed elevation, while the level-set approach accurately captures the free surface. The numerical model integrates a hydrodynamic module with a morphological module to simulate the scour process. The pressure component within the RANS equations on a staggered grid is characterized through Chorin’s projection method. For discretizing the convective term of the RANS equations, the 5th order weighted essentially nonoscillatory (WENO) scheme is employed. van Rijn formula is used to calculate bed load transport, for suspended load transport standard convection diffusion formula is utilized. The numerical model is utilized to explore how the gap ratio ( and 2) and the combined wave-current parameter ( and 0.2) impact piles arranged at different skew angles. Furthermore, it is observed that the flow gap between the piles substantially amplifies the scour depth. The scour depth is influenced by both the gap ratio and skewed arrangement (staggered with 30°, 45°, and 60° approach flow angles) of piles. In the case of only wave conditions, the interference between piles vanishes when the skew angle is set at 30° and the gap ratio () is 2. Conversely, under combined wave-current scenarios, the interference effect remains evident at a gap ratio of 2. Moreover, this interference effect persists at skew angles of 45° and 60° for both wave-only and combined wave-current conditions, when gap ratios () are 1 and 2. For a fixed Kuelegan-Carpenter (KC) number, the stretch of scour hole reduces as the gap ratio increases in combined wave-current flow, while the extent of scour hole perpendicular to the flow direction increases as the gap ratio and combined wave-current parameter increases. Additionally, it is noticed that the normalized scour depth decreases as the gap ratio increases when the number and are fixed.
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Data Availability Statement
The corresponding author may provide you with any computational data that was created or utilized during the research upon request.
Acknowledgments
This research was primarily conducted as part of a university strategic initiative known as the Core Research Grant Project proposal titled “Computational Fluid Dynamics modeling of Hydrodynamics and scour around coastal structures”, funded by the Science and Engineering Research Board (SERB), Department of Science and Technology, India. Grant No. CRG/2022/002353. This research made use of the IIT Kharagpur Supercomputing facility, which was established under the National Supercomputing Mission (NSM) of the Indian government, with funding from the Centre for Development of Advanced Computing (CDAC) in Pune.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 150 • Issue 2 • April 2024
Copyright
© 2024 American Society of Civil Engineers.
History
Received: Jan 29, 2023
Accepted: Nov 26, 2023
Published online: Feb 2, 2024
Published in print: Apr 1, 2024
Discussion open until: Jul 2, 2024
ASCE Technical Topics:
- Analysis (by type)
- Computational fluid dynamics technique
- Engineering fundamentals
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid mechanics
- Foundations
- Geotechnical engineering
- Hydraulic engineering
- Hydraulics
- Hydrologic engineering
- Mathematics
- Models (by type)
- Numerical analysis
- Numerical models
- Pile foundations
- Piles
- Scour
- Skewness
- Statistics
- Three-dimensional flow
- Three-dimensional models
- Water and water resources
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