A Critical Analysis of the Particle Image Velocimetry Technique as Applied to Water Waves

Quinn, Paul A.; Skyner, D.J.; Gray, Charles A.; Greated, Clive; Easson, W. J.

doi:10.1007/978-94-011-2690-8_13

Cited by 3 publications

(2 citation statements)

References 6 publications

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“…A comprehensive review of PIV is given by Adrian (1991) and an introduction to the process in a coastal engineering context is given by Greated et al (1992). Quinn et al (1993) gives an account of the errors inherent in the technique and uses as an example the measurement of waves breaking on a 1:30 plane sloping beach. Powell et al (1992) gives an account of the specific application to waves breaking on non-uniform beach slopes.…”

Section: Particle Image Velocimetry (Piv)mentioning

confidence: 99%

See 1 more Smart Citation

Velocity Field Measurements and Theoretical Comparisons for Non-Linear Waves on Mild Slopes

Quinn¹,

Petti²,

Drago³

et al. 1995

Coastal Engineering 1994

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The way in which the Boussinesq and Serre models deal with the internal kinematics of waves on mildly sloping beaches is examined. The equation normally used on the depth-averaged horizontal velocity to impose a parabolic profile vertically up through the wave is studied using experimentally and theoretically obtained values. In general, it is found that for near-bed regions the equation provides satisfactory comparisons, however, as one approaches the surface the theoretical values can substantially exceed the experimental ones, particularly in the crest of the wave.

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Section: Particle Image Velocimetry (Piv)mentioning

confidence: 99%

“…The analysis is carried out on an automated rig described in some detail in and Quinn et al (1993). The process involves probing the negative on Coastal Engineering 1994 Downloaded from ascelibrary.org by Nanyang Technological University-Library on 06/20/16.…”

Section: Particle Image Velocimetry (Piv)mentioning

confidence: 99%

Velocity Field Measurements and Theoretical Comparisons for Non-Linear Waves on Mild Slopes

Quinn¹,

Petti²,

Drago³

et al. 1995

Coastal Engineering 1994

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A comparison of numerical predictions and experimental measurements of the internal kinematics of a deep-water plunging wave

Skyner

1996

J. Fluid Mech.

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A deep-water long-crested breaking wave is generated from a time-stepping numerical model, then replicated in a wave flume. The numerical model is based on the boundary integral method and measurements of the internal kinematics are made during the breaking process with Particle Image Velocimetry (PIV). Velocity measurements are obtained throughout the wave crest, including the plunging spout. After a small shift of the numerical data to match the surface profiles, the predicted and measured kinematics are found to be in good agreement, within the limits of experimental error.

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PIV Measurements of Oscillatory Flow Over a Rippled Bed.

Earnshaw¹,

Bruce²,

Greated³

et al. 1995

Coastal Engineering 1994

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A Critical Analysis of the Particle Image Velocimetry Technique as Applied to Water Waves

Cited by 3 publications

References 6 publications

Velocity Field Measurements and Theoretical Comparisons for Non-Linear Waves on Mild Slopes

Velocity Field Measurements and Theoretical Comparisons for Non-Linear Waves on Mild Slopes

A comparison of numerical predictions and experimental measurements of the internal kinematics of a deep-water plunging wave

PIV Measurements of Oscillatory Flow Over a Rippled Bed.

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