COMPARISON OF SURF ZONE TURBULENCE AND FLOW STRUCTURES IN SPILLING AND PLUNGING WAVES

Wave breaker generated turbulence and flow fields are a major contributor to sediment suspension and transport, hence a quantitative understanding is critical for predicting coastal erosion. Laboratory and field studies have been carried out in both spilling and plunging waves case to measure these fields, primarily using LDA to measure wave breaker turbulence in non-aerated areas of wave flumes. Although more recent measurement campaigns have included imaging techniques most of the recordings have been confined to below the wave trough due to the presence of wave bubbles higher in the water column. This situation is aggravated in plunging waves, with high levels of aeration through the full water column, especially near the break point. Over the past two decades the authors (Govender et al. (2002a,2002b,2023)) have developed a combination of particle and bubble imaging techniques that allows us to measure fluid velocities through the entire water column, including the wave roller in both spilling and plunging waves. In this paper we undertake a comparison of the flow structures and turbulence between spilling and plunging waves in the surf zone. We present comparative plots of the experimental measurements of mean and turbulent velocities, turbulence kinetic energy, and turbulence shear stress. The paper also discusses the evolution of turbulent intensities at various surf zone locations and levels through the water column over the wave period, which is an important consideration for mathematical modeling of sediment dynamics.

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Publication Details

Journal
Coastal Engineering Proceedings
Published
2025-05-29
DOI
https://doi.org/10.9753/icce.v38.currents.32
Primary Topic
Coastal and Marine Dynamics
Type
article
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article

COMPARISON OF SURF ZONE TURBULENCE AND FLOW STRUCTURES IN SPILLING AND PLUNGING WAVES

K. Govender, G.P. Mocke
Coastal Engineering Proceedings
Coastal and Marine Dynamics
article

COMPARISON OF SURF ZONE TURBULENCE AND FLOW STRUCTURES IN SPILLING AND PLUNGING WAVES

K. Govender, G.P. Mocke
article en

Abstract

Wave breaker generated turbulence and flow fields are a major contributor to sediment suspension and transport, hence a quantitative understanding is critical for predicting coastal erosion. Laboratory and field studies have been carried out in both spilling and plunging waves case to measure these fields, primarily using LDA to measure wave breaker turbulence in non-aerated areas of wave flumes. Although more recent measurement campaigns have included imaging techniques most of the recordings have been confined to below the wave trough due to the presence of wave bubbles higher in the water column. This situation is aggravated in plunging waves, with high levels of aeration through the full water column, especially near the break point. Over the past two decades the authors (Govender et al. (2002a,2002b,2023)) have developed a combination of particle and bubble imaging techniques that allows us to measure fluid velocities through the entire water column, including the wave roller in both spilling and plunging waves. In this paper we undertake a comparison of the flow structures and turbulence between spilling and plunging waves in the surf zone. We present comparative plots of the experimental measurements of mean and turbulent velocities, turbulence kinetic energy, and turbulence shear stress. The paper also discusses the evolution of turbulent intensities at various surf zone locations and levels through the water column over the wave period, which is an important consideration for mathematical modeling of sediment dynamics.

Coastal Engineering Proceedings(38)
Cape Peninsula University of Technology (ZA)
Openalex Percentile: Top 58%
Coastal and Marine Dynamics
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