Numerical Modeling of Three-Dimensional Flow Field Around Circular Piers

• Published in: Journal of hydraulic engineering (New York, N.Y.) Vol. 130; no. 2; pp. 91 - 100
• Main Authors: Salaheldin, Tarek M, Imran, Jasim, Chaudhry, M. Hanif
• Format: Journal Article
• Language: English
• Published: Reston, VA American Society of Civil Engineers 01.02.2004
• Subjects: Applied sciences; Bridge elements; Bridges; Buildings. Public works; Exact sciences and technology; Geotechnics; Hydraulic constructions; Miscellaneous; TECHNICAL PAPERS; Bedform; Turbulence; Turbulent flow; Three-dimensional flow; Velocity distribution; Boundary condition; Three dimensional model; Flow simulation; Three dimensional flow; Piers; Shear stress; Hydrodynamic model; Bridge pier; Numerical simulation; Numerical models; Scour
• ISSN: 0733-9429; 1943-7900
• DOI: 10.1061/(ASCE)0733-9429(2004)130:2(91)

A three-dimensional numerical model FLUENT is used to simulate the separated turbulent flow around vertical circular piers in clear water. Computations are performed using different turbulence models and results are compared with several sets of experimental data available in the literature. Despite commonly perceived weakness of the k-ε model in resolving three-dimensional (3D) open channel and geophysical flows, several variants of this turbulence model are found to have performed satisfactorily in reproducing the measured velocity profiles. However, model results obtained using the k-ε models show some discrepancy with the measured bed shear stress. The Reynolds stress model performed quite well in simulating velocity distribution on flat bed and scour hole as well as shear stress distribution on flat bed around circular piers. The study demonstrates that a robust 3D hydrodynamic model can effectively supplement experimental studies in understanding the complex flow field and the scour initiation process around piers of various size, shape, and dimension.