Modelling and observation of oscillatory sheet-flow sediment transport

J. Malarkey* (Corresponding Author), S. Pan, M. Li, T. O'Donoghue, A. G. Davies, B. A. O'Connor

*Corresponding author for this work

Research output: Contribution to journalArticle

12 Citations (Scopus)

Abstract

Sand transport beneath large waves occurs in the plane-bed, sheet-flow regime. Comparisons between two sediment transport models and oscillatory sheet-flow experiments conducted in a flow tunnel are presented here. The experiments represent field-scale asymmetric (velocity-skewed) wave conditions over fine, medium and coarse sands, with median grain diameters of 0.13, 0.27 and 0.46 mm, respectively. The two numerical models used in the study are a two-phase flow model and a simpler two-layer, turbulence-closure model, both of which are one-dimensional vertical (1DV). The two-phase model takes account of the complete fluid-particle interactions, and the two-layer model uses an empirical description of the processes within the sheet-flow layer. The measured and predicted time-varying velocity, concentration and flux profiles, as well as the erosion depth and the net transport rates are compared and analysed. Overall, the predictions of both models are shown to be in good agreement with the measurements. The models predict the changing characteristics of the sheet-flow layer with grain size including the increasing importance of phase-lag effects for finer sands and the change in the net transport rate direction from onshore for coarse and medium sands to offshore for fine sands, with important implications for sediment sorting in the nearshore zone.

Original languageEnglish
Pages (from-to)873-890
Number of pages18
JournalOcean Engineering
Volume36
Issue number11
Early online date15 May 2009
DOIs
Publication statusPublished - Aug 2009

Fingerprint

Sediment transport
Sand
Particle interactions
Sorting
Two phase flow
Numerical models
Erosion
Tunnels
Sediments
Turbulence
Experiments
Fluxes
Fluids

Keywords

  • Asymmetric (velocity-skewed)
  • Experiments
  • Modelling
  • Oscillatory sheet-flow
  • Sediment transport
  • Waves

ASJC Scopus subject areas

  • Environmental Engineering
  • Ocean Engineering

Cite this

Modelling and observation of oscillatory sheet-flow sediment transport. / Malarkey, J. (Corresponding Author); Pan, S.; Li, M.; O'Donoghue, T.; Davies, A. G.; O'Connor, B. A.

In: Ocean Engineering, Vol. 36, No. 11, 08.2009, p. 873-890.

Research output: Contribution to journalArticle

Malarkey, J. ; Pan, S. ; Li, M. ; O'Donoghue, T. ; Davies, A. G. ; O'Connor, B. A. / Modelling and observation of oscillatory sheet-flow sediment transport. In: Ocean Engineering. 2009 ; Vol. 36, No. 11. pp. 873-890.
@article{6149dbba51494761aad8f9b0f9cb9a59,
title = "Modelling and observation of oscillatory sheet-flow sediment transport",
abstract = "Sand transport beneath large waves occurs in the plane-bed, sheet-flow regime. Comparisons between two sediment transport models and oscillatory sheet-flow experiments conducted in a flow tunnel are presented here. The experiments represent field-scale asymmetric (velocity-skewed) wave conditions over fine, medium and coarse sands, with median grain diameters of 0.13, 0.27 and 0.46 mm, respectively. The two numerical models used in the study are a two-phase flow model and a simpler two-layer, turbulence-closure model, both of which are one-dimensional vertical (1DV). The two-phase model takes account of the complete fluid-particle interactions, and the two-layer model uses an empirical description of the processes within the sheet-flow layer. The measured and predicted time-varying velocity, concentration and flux profiles, as well as the erosion depth and the net transport rates are compared and analysed. Overall, the predictions of both models are shown to be in good agreement with the measurements. The models predict the changing characteristics of the sheet-flow layer with grain size including the increasing importance of phase-lag effects for finer sands and the change in the net transport rate direction from onshore for coarse and medium sands to offshore for fine sands, with important implications for sediment sorting in the nearshore zone.",
keywords = "Asymmetric (velocity-skewed), Experiments, Modelling, Oscillatory sheet-flow, Sediment transport, Waves",
author = "J. Malarkey and S. Pan and M. Li and T. O'Donoghue and Davies, {A. G.} and O'Connor, {B. A.}",
note = "This work was funded by the UK Engineering and Physical Sciences Research Council (EPSRC) partly under the ‘LUBA’ project, GR/R23596, GR/R23589 and GR/R23572, and partly under the ‘SANTOSS’ project, GR/T28089 and also by the UK Natural Environment Research Council (NERC) under the ‘FORMOST’ project, NE/E015123/1.",
year = "2009",
month = "8",
doi = "10.1016/j.oceaneng.2009.05.003",
language = "English",
volume = "36",
pages = "873--890",
journal = "Ocean Engineering",
issn = "0029-8018",
publisher = "Elsevier BV",
number = "11",

}

TY - JOUR

T1 - Modelling and observation of oscillatory sheet-flow sediment transport

AU - Malarkey, J.

AU - Pan, S.

AU - Li, M.

AU - O'Donoghue, T.

AU - Davies, A. G.

AU - O'Connor, B. A.

N1 - This work was funded by the UK Engineering and Physical Sciences Research Council (EPSRC) partly under the ‘LUBA’ project, GR/R23596, GR/R23589 and GR/R23572, and partly under the ‘SANTOSS’ project, GR/T28089 and also by the UK Natural Environment Research Council (NERC) under the ‘FORMOST’ project, NE/E015123/1.

PY - 2009/8

Y1 - 2009/8

N2 - Sand transport beneath large waves occurs in the plane-bed, sheet-flow regime. Comparisons between two sediment transport models and oscillatory sheet-flow experiments conducted in a flow tunnel are presented here. The experiments represent field-scale asymmetric (velocity-skewed) wave conditions over fine, medium and coarse sands, with median grain diameters of 0.13, 0.27 and 0.46 mm, respectively. The two numerical models used in the study are a two-phase flow model and a simpler two-layer, turbulence-closure model, both of which are one-dimensional vertical (1DV). The two-phase model takes account of the complete fluid-particle interactions, and the two-layer model uses an empirical description of the processes within the sheet-flow layer. The measured and predicted time-varying velocity, concentration and flux profiles, as well as the erosion depth and the net transport rates are compared and analysed. Overall, the predictions of both models are shown to be in good agreement with the measurements. The models predict the changing characteristics of the sheet-flow layer with grain size including the increasing importance of phase-lag effects for finer sands and the change in the net transport rate direction from onshore for coarse and medium sands to offshore for fine sands, with important implications for sediment sorting in the nearshore zone.

AB - Sand transport beneath large waves occurs in the plane-bed, sheet-flow regime. Comparisons between two sediment transport models and oscillatory sheet-flow experiments conducted in a flow tunnel are presented here. The experiments represent field-scale asymmetric (velocity-skewed) wave conditions over fine, medium and coarse sands, with median grain diameters of 0.13, 0.27 and 0.46 mm, respectively. The two numerical models used in the study are a two-phase flow model and a simpler two-layer, turbulence-closure model, both of which are one-dimensional vertical (1DV). The two-phase model takes account of the complete fluid-particle interactions, and the two-layer model uses an empirical description of the processes within the sheet-flow layer. The measured and predicted time-varying velocity, concentration and flux profiles, as well as the erosion depth and the net transport rates are compared and analysed. Overall, the predictions of both models are shown to be in good agreement with the measurements. The models predict the changing characteristics of the sheet-flow layer with grain size including the increasing importance of phase-lag effects for finer sands and the change in the net transport rate direction from onshore for coarse and medium sands to offshore for fine sands, with important implications for sediment sorting in the nearshore zone.

KW - Asymmetric (velocity-skewed)

KW - Experiments

KW - Modelling

KW - Oscillatory sheet-flow

KW - Sediment transport

KW - Waves

UR - http://www.scopus.com/inward/record.url?scp=67651085309&partnerID=8YFLogxK

U2 - 10.1016/j.oceaneng.2009.05.003

DO - 10.1016/j.oceaneng.2009.05.003

M3 - Article

VL - 36

SP - 873

EP - 890

JO - Ocean Engineering

JF - Ocean Engineering

SN - 0029-8018

IS - 11

ER -