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Improvement of sand activation depth prediction under conditions of oblique wave breaking

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Abstract

This study presents sand activation depth (SAD) measurements recently obtained on two contrasting beaches located along the Atlantic coast of France: the gently sloping, high-energy St Trojan beach where wave incidence is usually weak, and the steep, low-energy Arçay Sandspit beach where waves break at highly oblique angles. Comparisons between field measurements and predictions from existing formulae show good agreement for St Trojan beach but underestimate the SAD on the Arçay Sandspit beach by 40–60%. Such differences suggest a strong influence of wave obliquity on SAD. To verify this hypothesis, the relative influence of wave parameters was investigated by means of numerical modelling. A quasi-linear increase of SAD with wave height was confirmed for shore-normal and slightly oblique wave conditions, and a quasi-linear increase in SAD with wave obliquity was also revealed. Combining the numerical results with previously published relations, both a new semi-empirical and an empirical formula for the prediction of SAD were developed which showed good SAD predictions under conditions of oblique wave breaking. The new empirical formula for the prediction of SAD (Z 0) takes into account the significant wave height (H s), the beach face slope (β) and the wave angle at breaking (α), and is of the form \( Z_{0} = 1.6\tan {\left( \beta \right)}H^{{0.5}}_{{\text{s}}} {\sqrt {1 + \sin {\left( {2\alpha } \right)}} } \). The use of a dataset from the literature demonstrates the predictive skill of these new formulae for a wide range of wave heights, wave incidence and beach gradients.

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References

  • Anfuso G (2005) Sediment activation depth values for gentle and steep beaches. Mar Geol 220:101–112

    Article  Google Scholar 

  • Anfuso G, Ruiz N (2004) Morphodynamic of a mesotidal, low tide terrace exposed beach (Faro, South Portugal). Cienc Mar 30(4):575–584

    Google Scholar 

  • Anfuso G, Gracia FJ, Andrés J, Sánchez F, Del Río L, López F (2000) Depth of disturbance in mesotidal beaches during a single tidal cycle. J Coast Res 16(2):446–457

    Google Scholar 

  • Anfuso G, Benavente J, Del Río L, Castiglione E, Ventorre M (2003) Sand transport and disturbance depth during a single tidal cycle in a dissipative beach: La Barrosa (SW Spain). In: Sanchez-Arcilla A, Bateman A (eds) Proc 3rd IAHRD Symp River, Coastal and Estuarine Morphodynamics (RCEM 2003), Madrid, Vol 2. IAHRD publication, Madrid, pp 1176–1186

    Google Scholar 

  • Bertin X (2005) Morphodynamique séculaire, architecture interne et modélisation d’un système baie/embouchure tidale: le Pertuis de Maumusson et la Baie de Marennes-Oléron. PhD Thesis, La Rochelle University

  • Bertin X, Chaumillon E, Sottolichio A, Pedreros R (2005) Tidal inlet response to sediment infilling of the associated bay and possible implications of human activities: the Marennes-Oléron Bay and Maumusson Inlet, France. Cont Shelf Res 25:1115–1131

    Article  Google Scholar 

  • Bertin X, Deshouilieres A, Allard J, Chaumillon E (2007) A new fluorescent tracers experiment improves understanding of sediment dynamics along the Arçay Sandspit (France). Geo-Mar Lett 27(1):63–69

    Article  Google Scholar 

  • Booij N, Ris RC, Holthuijsen LH (1999) A third generation wave model for coastal regions. Part I: model description and validation. J Geophys Res 104:7649–7666

    Article  Google Scholar 

  • Castelle B, Bonneton P, Sénéchal N, Dupuis H, Butel R, Michel D (2006a) Dynamics of wave-induced currents over an alongshore non-uniform multiple-barred sandy beach on the Aquitanian Coast, France. Cont Shelf Res 26:113–131

    Article  Google Scholar 

  • Castelle B, Bonneton P, Butel R (2006b) Modeling of crescentic pattern development of nearshore bars: Aquitanian Coast, France. Comptes Rendus Geosci 338:795–801

    Article  Google Scholar 

  • Ciavola P, Taborda R, Ferreira O, Dias JMA (1997) Field observations of sand-mixing depths on steep beaches. Mar Geol 141:147–156

    Article  Google Scholar 

  • Ferreira O, Bairros M, Pereira H, Ciavola P, Dias JA (1998) Mixing depth levels and distribution on steep foreshores. J Coast Res 26:292–296

    Google Scholar 

  • Ferreira Ó, Ciavola P, Taborda R, Bairros M, Dias JMA (2000) Sediment mixing depth determination for steep and gentle foreshores. J Coast Res 16:830–839

    Google Scholar 

  • Fucella JE, Dolan RE (1996) Magnitude of subaerial beach disturbance during northeast storms. J Coast Res 12:420–429

    Google Scholar 

  • Greenwood B, Hale PB (1980) Depth of activity, sediment flux and morphological change in a barred nearshore environment. In: McCann SB (ed) The coastline of Canada. Geological Survey of Canada, Halifax, pp 89–109

    Google Scholar 

  • Ingle JC (1966) The movement of beach sand. Elsevier, New York

    Google Scholar 

  • King CAM (1951) Depth of disturbance of sand on sea beaches by waves. J Sediment Petrol 21(3):131–140

    Google Scholar 

  • Komar PD, Inman DL (1970) Longshore sand transport on beaches. J Geophys Res 75:5514–5527

    Article  Google Scholar 

  • Kraus NC (1985) Field experiments on vertical mixing of sand in the surf zone. J Sediment Petrol 55:3–14

    Google Scholar 

  • Kraus NC, Isobe M, Igarashi H, Sasaki TO, Horikawa K (1982) Field experiments on longshore sand transport in the surfzone. In: Edge BL (ed) Proc 18th Coastal Engineering Conf, 14–19 November. Cape Town, ASCE, pp 970–988

    Google Scholar 

  • Lin P, Liu PLF (1998) A numerical study of breaking waves in the surf zone. J Fluid Mech 359:239–264

    Article  Google Scholar 

  • Liu P, Dalrymple R (1978) Bottom frictional stresses and longshore currents due to waves with large angle of incidence. J Mar Res 36:357–375

    Google Scholar 

  • Masselink G, Short AD (1993) The effect of tide range on beach morphodynamics and morphology: a conceptual beach model. J Coast Res 9(3):785–800

    Google Scholar 

  • Nicholls RJ, Orlando SP (1993) A new dataset on the depth of disturbance and vertical erosion on beaches during storms. In: Bruun P (ed) Proc Int Coastal Symp, Hilton Head Island, SC, pp 230–235

    Google Scholar 

  • Saint-Cast F (2002) Modélisation de la morphodynamique des corps sableux en milieu littoral. PhD Thesis, University Bordeaux I

  • Sherman DJ, Short AD, Takeda I (1993) Sediment mixing-depth and bedform migration in rip channels. J Coast Res SI 15:38–49

    Google Scholar 

  • Sunamura T, Kraus NC (1985) Prediction of average mixing depth of sediment in the surf zone. Mar Geol 62:1–12

    Article  Google Scholar 

  • Van Rijn LC (1989) Handbook of sediment transport by currents and waves. WL Delft Hydraulics, The Netherlands, Report H461

  • Walkden MJA, Hall JW (2005) A predictive mesoscale model of the erosion and profile development of soft rock shores. Coast Eng 52(6):535–563

    Article  Google Scholar 

  • Williams AT (1971) An analysis of some factors involved in the depth of disturbance of beach sand by waves. Mar Geol 11:145–158

    Article  Google Scholar 

Download references

Acknowledgements

The first author is funded by the European Commission through a Marie Curie Intra-European Fellowship (contract IMMATIE MEIF-CT-2006-041171). Eric Chaumillon, Jonathan Allard, Stéphane Recoura, Pascal Tiphaneau, Robin Quique and Antoine Deshouilieres are thanked for their help during fieldwork. Jacques Marquis from the ONCFS has allowed us to work within the Arçay nature reserve. This work is a contribution to the Andalusia PAI Research Group RNM-328. Óscar Ferreira participated under the scope of the BERNA (POCTI/CTA/45431/2002) project.

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Bertin, X., Castelle, B., Anfuso, G. et al. Improvement of sand activation depth prediction under conditions of oblique wave breaking. Geo-Mar Lett 28, 65–75 (2008). https://doi.org/10.1007/s00367-007-0090-2

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  • DOI: https://doi.org/10.1007/s00367-007-0090-2

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