OBSERVATIONS OF VORTEX-INDUCED PRESSURE FORCES ACTING ON SAND GRAINS OVER RIPPLES

Two-dimensional moveable sand ripples were generated in an oscillatory flow tunnel, and high-resolution measurements of fluid-sediment interactions were made with a Particle Image Velocimetry system to assess sediment transport processes. Here we present observations of vortex-induced pressure forces acting on coarse sand grains suspended above the ripple slope, just prior to flow reversal. The sand grains were observed to move from a region of high dynamic pressure to low dynamic pressure perpendicular to the ripple slope, as would be expected from an object being impacted by a lift force. Further analyses will be conducted to calculate the lift and drag forces acting on the grains, as well as to determine the role of shear stresses and pressure gradients in mobilizing and transporting the sediment grains under these oscillatory flows.

Authors

Publication Details

Journal
Coastal Engineering Proceedings
Published
2025-05-29
DOI
https://doi.org/10.9753/icce.v38.sediment.22
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
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article

OBSERVATIONS OF VORTEX-INDUCED PRESSURE FORCES ACTING ON SAND GRAINS OVER RIPPLES

A. Penko, Margaret L. Palmsten, D. P. Frank, Joseph Calantoni
Coastal Engineering Proceedings
Geotechnical Engineering and Soil Mechanics
article

OBSERVATIONS OF VORTEX-INDUCED PRESSURE FORCES ACTING ON SAND GRAINS OVER RIPPLES

A. Penko, Margaret L. Palmsten, D. P. Frank, Joseph Calantoni
article en

Abstract

Two-dimensional moveable sand ripples were generated in an oscillatory flow tunnel, and high-resolution measurements of fluid-sediment interactions were made with a Particle Image Velocimetry system to assess sediment transport processes. Here we present observations of vortex-induced pressure forces acting on coarse sand grains suspended above the ripple slope, just prior to flow reversal. The sand grains were observed to move from a region of high dynamic pressure to low dynamic pressure perpendicular to the ripple slope, as would be expected from an object being impacted by a lift force. Further analyses will be conducted to calculate the lift and drag forces acting on the grains, as well as to determine the role of shear stresses and pressure gradients in mobilizing and transporting the sediment grains under these oscillatory flows.

Coastal Engineering Proceedings(38)
Openalex Percentile: Top 71%
Geotechnical Engineering and Soil Mechanics
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