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Tytuł artykułu

Calculation of Dune Profile Changes Generated by Hurricane: Preliminary Results

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents the main theoretical concepts related to methods of calculating the erosion rate for sandy dunes on natural coasts, namely, the beach equilibrium profile and incident waves. To illustrate calculations of dune erosion in the vicinity of the Coastal Research Station (CRS) in Lubiatowo, the Xbeach model (an incident wave model) was used. The calculations were carried out for hydrological and hydrodynamic conditions that accompanied Hurricane Ksawery (December 6–8, 2013). The results of the calculations were compared with the measured data. A satisfactory agreement was obtained between the predicted and measured results.
Słowa kluczowe
EN
Rocznik
Strony
221--239
Opis fizyczny
Bibliogr. 30 poz., rys.
Twórcy
  • Institute of Hydro-Engineering, Polish Academy of Sciences, 7 Kościerska, 80-328 Gdańsk, Poland
  • Institute of Hydro-Engineering, Polish Academy of Sciences, 7 Kościerska, 80-328 Gdańsk, Poland
  • Institute of Hydro-Engineering, Polish Academy of Sciences, 7 Kościerska, 80-328 Gdańsk, Poland
autor
  • Institute of Hydro-Engineering, Polish Academy of Sciences, 7 Kościerska, 80-328 Gdańsk, Poland
autor
  • Institute of Hydro-Engineering, Polish Academy of Sciences, 7 Kościerska, 80-328 Gdańsk, Poland
Bibliografia
  • Andrews D. G., McIntyre M. E. (1978) An exact theory of nonlinear waves on a Lagrangian-mean flow, Journal of Fluid Mechanics, 89, 609.
  • Baldock T. E., Holmes P., Bunker S., van Weert P. (1998) Cross-shore hydrodynamics within an unsaturated surfzone, Coastal Engineering, 34, 173–196.
  • Battjes J. A., Janssen J. P. F. M. (1978) Energy loss and set-up due to breaking of random waves, Proc. 16th Conf. CoastalEng., vol. I, 569-587.
  • Bolle A., Mercelis P., Roelvink D., Haerens P., Trouw K. (2011) Application and validation of XBeach for three different field sites. [in:] Smith J. K., Lynnet P. (Eds.), Proceedings 32nd Conference on Coastal Engineering (Shanghai, China), Coastal Engineering, Special Issue No. 32, sediment.40.
  • Bruun P. (1962) Sea level rise as a cause of shore erosion, Journal of Waterways and Harbors Division, 88 (1), 117–130.
  • Bugajny N., Furmańczyk K., Dudzińska-Nowak J., Paplińska-Swerpel B. (2013) Modelling morphological changes of beach and dune induced by storm on the Southern Baltic coast using XBeach (case study: Dziwnow Spit), [in:] Conley D. C., Masselink G., Russell P. E. and O’Hare T. J. (Eds.), Proc. 12th International Coastal Symposium (Plymouth, England), Journal of Coastal Research, Special Issue No. 65, 672–677.
  • Bugajny N., Furmańczyk K., Dudzińska-Nowak J. (2015), Application of XBeach to model storm response on a sandy spit at the southern Baltic, Oceanological and Hydrological Studies (manuscript in preparation).
  • Dean R. G., Maurmeyer E. M. (1983) Models for beach profile response, [in:] Komar P. (Ed.) Handbook of Coastal Processes and Erosion, CRC Press, Boca Ranon, 151–165.
  • Edelman T. (1972) Dune erosion during storm conditions, Proceedings of the 13th Coastal Engineering Conference, ASCE, 1305–1311.
  • Fisher J. S., Overton M. F. (1984) Numerical model for dune erosion due to wave uprush, Proceedings of the 19th Coastal Engineering Conference ASCE, 1553–1558.
  • Furmańczyk K., Andrzejewski A., Benedyczak R., Bugajny N., Cieszyński Ł., Dudzinska-Nowak J., Giza A., Paprotny D., Terefenko T., Zawiślak T. (2014) Recording of selected effects and hazards from current and expected storm events at the Baltic Sea coastal zone, [in:] Green A. N. and Cooper J. A. G. (Eds.), Journal of Coastal Research, Special Issue No. 70, 338–342.
  • Harley M., Armaroli C., Ciavola P. (2011) Evaluation of XBeach predictions for a real-time warning system in Emilia-Romagna, Northern Italy, [in:] Furmanczyk K. (Ed.), Proceedings 11th International Coastal Symposium, (Szczecin, Poland), Journal of Coastal Research, Special Issue No. 64, 1861–1865.
  • Kobayashi N. (1997) Wave runup and overtopping on beaches and coastal structures, Research Report No. CACR-97-09, Newark, DE, University of Delaware, Center for Applied Coastal Research.
  • Kriebel D. L., Kraus N. C., Larson M. (1991) Engineering methods for cross-shore beach profile response, Proceedings of Coastal Sediments 91, ASCE, 557–571.
  • Łabuz T. A. (2005) Brzegi wydmowe polskiego wybrzeża Bałtyku (Dune shores of Polish Baltic coast), Czasopismo Geograficzne, 76 (1–2), 19–47.
  • Larson M., Erikson L., Hanson H. (2004) An analytical model to predict dune erosion due to wave impact, Coastal Engineering, 51, 675–696.
  • Nishi R., Kraus N. C. (1996) Mechanism and calculation of sand dune erosion by storms, Proceedings of the 25th Coastal Engineering Conference, ASCE, 3034–3047.
  • Overton M. F., Fisher J. S., Fenaish T. (1987) Numerical analysis of swash forces on dunes, Proceedings of the 22nd Coastal Engineering Conference, ASCE, 2471–2479.
  • Overton M. F., Fisher J. S., Stone A. L. (1990) Large scale laboratory tests of dune erosion, Proceedings of the 22nd Coastal Engineering Conference, ASCE, 2471–2479.
  • Overton M. F., Pratikto W. A., Lu J. C., Fisher J. S. (1994) Laboratory investigation of dune erosion as a function of sand grain size and dune density, Coastal Engineering, 23, 2471–2479.
  • Roelvink D., Reniers A., van Dongeren A., van Thiel de Vries J., Lescinski J., McCall R. (2010) XBeach Model Description and Manual, Unesco-IHE Institute for Water Education, Deltares and Delft University of Technology, version 6, 1–106.
  • Roelvink, D., Reniers, A., van Dongeren, A., van Thiel de Vries J., McCall R., Lescinski J. (2009) Modelling storm impacts on beaches dunes and barrier islands, Coastal Engineering, 56 (11–12), 1133–1152.
  • Skompski S. (1985) Szczegółowa mapa geologiczna Polski w skali 1:50 000 wraz z objaśnieniami. Arkusz Choczewo, PIG, Warszawa (in Polish).
  • Soulsby R. L. (1997) Dynamics of Marine Sands, London, Thomas Telford Publications.
  • Szmytkiewicz P., Zabuski L. (2017) Analysis of dune erosion on the coast of south Baltic Sea with taking into account dune landslide processes, Archives of Hydro-Engineering and Environmental Mechanics, 64 (1), 3–16.
  • Van de Graaff J. (1986) Probabilistic design of dunes; an example from the Netherlands, Coastal Engineering, 9, 479–500.
  • Van Thiel de Vries J. S. M. (2009) Dune erosion during storm surges, Amsterdam, Netherlands, IOS Press, 202 p.
  • Vellinga P. (1986) Beach and dune erosion during storm surges, PhD thesis, Delft Hydraulics Communications No 372, Delft Hydraulics Laboratory, Delft, The Netherlands.
  • Vousdoukas M. I., Almeida L. P., Ferreira Ó. (2011) Modelling storm-induced beach morphological change in a meso-tidal, reflective beach using XBeach, [in:] Furmanczyk K. (Ed.), Proc. 11th International Coastal Symposium, (Szczecin, Poland), Journal of Coastal Research, Special Issue No. 64, 1916–1920.
  • Walstra D. J. R., Roelvink J. A., Groeneweg J. (2000) Calculation of wave-driven currents in a 3D mean flowmodel, Proceedings of the 27th International Conference on Coastal Engineering, 1050–1063.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-038ecad4-a4cf-4137-a103-eea657c3494a
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