Intercomparison of research and practical sand transport models

A.G Davies, L.C. van Rijn, J.S. Damgaard, J. van de Graaff, Jan S. Ribberink

Research output: Contribution to journalArticleAcademicpeer-review

78 Citations (Scopus)

Abstract

A series of model intercomparisons, and model comparisons with field data, was carried out as part of the EU MASTIII SEDMOC Project (1998–2001). Initially, seven ‘research’ models were intercompared over a wide range of wave and current conditions, corresponding to both plane and rippled sand beds. These models included both one-dimensional vertical (1DV) formulations, varying in complexity from eddy viscosity and mixing length models to a full two-phase flow formulation, and also 2DV formulations capable of representing vortex shedding above sand ripples. The model results showed greatest convergence for cases involving plane beds, with predicted sand transport rates agreeing to well within an order of magnitude, and greatest divergence for cases involving rippled beds. A similar intercomparison involving (mainly) practical sand transport models, carried out over wide wave and current parameter ranges, also showed greatest variability in cases involving rippled beds. Finally, (mainly) practical models were compared with field data obtained at five contrasting field sites. The results showed that suspended sand concentrations in the bottom metre of the flow were predicted within a factor of 2 of the measured values in 13% to 48% of the cases considered, and within a factor of 10 in 70% to 83% of the cases, depending upon the model used. Estimates of the measured longshore component of suspended sand transport yielded agreement to within a factor of 2 in 22% to 66% of cases, and within a factor of 10 in 77% to 100% of cases. The results suggest that, at the present stage of research, considerable uncertainty should be expected if untuned models are used to make absolute predictions for field conditions. The availability of some measurements on site still appears to be a necessary requirement for high-accuracy sand transport predictions. However, for morphological modellers, the results may be viewed as more encouraging, since many of the present models exhibit agreement in their relative behaviour over wide ranges of wave and current conditions, which is a prerequisite to obtaining correct morphodynamic predictions.
Original languageUndefined
Pages (from-to)1-23
JournalCoastal engineering
Volume46
Issue number2002
DOIs
Publication statusPublished - 2002

Keywords

  • 2DV
  • 1DV
  • IR-74746
  • Sand transport models
  • METIS-204862
  • Intercomparisons

Cite this

Davies, A.G ; van Rijn, L.C. ; Damgaard, J.S. ; van de Graaff, J. ; Ribberink, Jan S. / Intercomparison of research and practical sand transport models. In: Coastal engineering. 2002 ; Vol. 46, No. 2002. pp. 1-23.
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year = "2002",
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Davies, AG, van Rijn, LC, Damgaard, JS, van de Graaff, J & Ribberink, JS 2002, 'Intercomparison of research and practical sand transport models' Coastal engineering, vol. 46, no. 2002, pp. 1-23. https://doi.org/10.1016/S0378-3839(02)00042-X

Intercomparison of research and practical sand transport models. / Davies, A.G; van Rijn, L.C.; Damgaard, J.S.; van de Graaff, J.; Ribberink, Jan S.

In: Coastal engineering, Vol. 46, No. 2002, 2002, p. 1-23.

Research output: Contribution to journalArticleAcademicpeer-review

TY - JOUR

T1 - Intercomparison of research and practical sand transport models

AU - Davies, A.G

AU - van Rijn, L.C.

AU - Damgaard, J.S.

AU - van de Graaff, J.

AU - Ribberink, Jan S.

PY - 2002

Y1 - 2002

N2 - A series of model intercomparisons, and model comparisons with field data, was carried out as part of the EU MASTIII SEDMOC Project (1998–2001). Initially, seven ‘research’ models were intercompared over a wide range of wave and current conditions, corresponding to both plane and rippled sand beds. These models included both one-dimensional vertical (1DV) formulations, varying in complexity from eddy viscosity and mixing length models to a full two-phase flow formulation, and also 2DV formulations capable of representing vortex shedding above sand ripples. The model results showed greatest convergence for cases involving plane beds, with predicted sand transport rates agreeing to well within an order of magnitude, and greatest divergence for cases involving rippled beds. A similar intercomparison involving (mainly) practical sand transport models, carried out over wide wave and current parameter ranges, also showed greatest variability in cases involving rippled beds. Finally, (mainly) practical models were compared with field data obtained at five contrasting field sites. The results showed that suspended sand concentrations in the bottom metre of the flow were predicted within a factor of 2 of the measured values in 13% to 48% of the cases considered, and within a factor of 10 in 70% to 83% of the cases, depending upon the model used. Estimates of the measured longshore component of suspended sand transport yielded agreement to within a factor of 2 in 22% to 66% of cases, and within a factor of 10 in 77% to 100% of cases. The results suggest that, at the present stage of research, considerable uncertainty should be expected if untuned models are used to make absolute predictions for field conditions. The availability of some measurements on site still appears to be a necessary requirement for high-accuracy sand transport predictions. However, for morphological modellers, the results may be viewed as more encouraging, since many of the present models exhibit agreement in their relative behaviour over wide ranges of wave and current conditions, which is a prerequisite to obtaining correct morphodynamic predictions.

AB - A series of model intercomparisons, and model comparisons with field data, was carried out as part of the EU MASTIII SEDMOC Project (1998–2001). Initially, seven ‘research’ models were intercompared over a wide range of wave and current conditions, corresponding to both plane and rippled sand beds. These models included both one-dimensional vertical (1DV) formulations, varying in complexity from eddy viscosity and mixing length models to a full two-phase flow formulation, and also 2DV formulations capable of representing vortex shedding above sand ripples. The model results showed greatest convergence for cases involving plane beds, with predicted sand transport rates agreeing to well within an order of magnitude, and greatest divergence for cases involving rippled beds. A similar intercomparison involving (mainly) practical sand transport models, carried out over wide wave and current parameter ranges, also showed greatest variability in cases involving rippled beds. Finally, (mainly) practical models were compared with field data obtained at five contrasting field sites. The results showed that suspended sand concentrations in the bottom metre of the flow were predicted within a factor of 2 of the measured values in 13% to 48% of the cases considered, and within a factor of 10 in 70% to 83% of the cases, depending upon the model used. Estimates of the measured longshore component of suspended sand transport yielded agreement to within a factor of 2 in 22% to 66% of cases, and within a factor of 10 in 77% to 100% of cases. The results suggest that, at the present stage of research, considerable uncertainty should be expected if untuned models are used to make absolute predictions for field conditions. The availability of some measurements on site still appears to be a necessary requirement for high-accuracy sand transport predictions. However, for morphological modellers, the results may be viewed as more encouraging, since many of the present models exhibit agreement in their relative behaviour over wide ranges of wave and current conditions, which is a prerequisite to obtaining correct morphodynamic predictions.

KW - 2DV

KW - 1DV

KW - IR-74746

KW - Sand transport models

KW - METIS-204862

KW - Intercomparisons

U2 - 10.1016/S0378-3839(02)00042-X

DO - 10.1016/S0378-3839(02)00042-X

M3 - Article

VL - 46

SP - 1

EP - 23

JO - Coastal engineering

JF - Coastal engineering

SN - 0378-3839

IS - 2002

ER -