Abstract
Numerical computations and laboratory experiments are carried out to investigate the three-dimensional structure of large-scale (coherent) vortices induced by bridge abutments on a flat bed. A finite-volume numerical method is developed for solving the unsteady, three-dimensional Reynolds-averaged Navier-Stokes equations, closed with the k-ω turbulence model, in generalized curvilinear coordinates and applied to study the flow in the vicinity of a typical abutment geometry with a fixed, flat bed. The computed flowfields reveal the presence of multiple, large-scale, unsteady vortices both in the upstream, "quiescent,"region of recirculating fluid and the shear-layer emanating from the edge of the foundation. These computational findings motivated the development of a novel experimental technique for visualizing the footprints of large-scale coherent structures at the free surface. The technique relies on digital photography and employs averaging of instantaneous images over finite-size windows to extract coherent eddies from the chaotic turbulent flow. Application of this technique to several abutment configurations yielded results that support the numerical findings.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 177-186 |
| Number of pages | 10 |
| Journal | Journal of Hydraulic Engineering |
| Volume | 129 |
| Issue number | 3 |
| DOIs | |
| State | Published - 2003 |
Bibliographical note
Publisher Copyright:Copyright © 2003 American Society of Civil Engineers.
Keywords
- Bridge abutments
- Models
- River beds
- Scour
- Turbulence
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