The closure depth is a key parameter in coastal processes as it characterizes the overall wave intensity in the nearshore and indicates the water depth down to which storm waves are able to maintain a universal shape of equilibrium coastal profiles. The properties and alongshore variations of the closure depth for the eastern Baltic Sea coast are evaluated at a coarse resolution (5.5 km) and for the vicinity of Tallinn Bay at a higher resolution (0.5 km). The study is based on numerical simulations of wind-generated wave fields. It is shown that, due to the small contribution of remote swell in the Baltic Sea, the typical ratio of wave heights in strongest storms and average wave heights is about 5.5, which departs considerably from that of open ocean coasts. A modification of the formula for the approximate calculation of the closure depth from the average wave height is derived. The estimates are based on four methods: from the wave heights of the strongest storms, from average wave heights based on a linear approximation, and using two versions of a second-order approximation. The greatest closure depth of up to 7.25 m was found to occur along the coast of the Baltic Proper near Hiiumaa, Saaremaa and the Kurzeme Peninsula. These areas also experience the largest wave intensities. Along other parts of the Baltic Proper coast the closure depth is typically 5–6 m, whereas in the Gulf of Riga and along the southern coast of the Gulf of Finland it is usually in the range of 3–4 m.
6. Dean, R. G., Healy, T. R. and Dommerholt, A. A “blind-folded” test of equilibrium beach profile concepts with New Zealand data. Marine Geol., 1993, 109, 253–266.
http://dx.doi.org/10.1016/0025-3227(93)90064-3
8. Kit, E. and Pelinovsky, E. Dynamical models for cross-shore transport and equilibrium bottom profiles. J. Waterw. Port Coast. Ocean Eng., 1998, 124, 138–146.
http://dx.doi.org/10.1061/(ASCE)0733-950X(1998)124:3(138)
9. Didenkulova, I. and Soomere, T. Formation of two-section cross-shore profile under joint influence of random short waves and groups of long waves. Marine Geol., 2011, 289, 29–33.
http://dx.doi.org/10.1016/j.margeo.2011.09.011
11. Hallermeier, R. J. A profile zonation for seasonal sand beaches from wave climate. Coast. Eng., 1981, 4, 253–277.
http://dx.doi.org/10.1016/0378-3839(80)90022-8
16. Birkemeier, W. A. Field data on seaward limit of profile change. J. Waterw. Port. Coast. Ocean Eng., 1985, 111, 598–602.
http://dx.doi.org/10.1061/(ASCE)0733-950X(1985)111:3(598)
17. Are, F. and Reimnitz, E. The A and m coefficients in the Bruun/Dean Equilibrium Profile equation seen from the Arctic. J. Coast. Res., 2008, 24, 243–249.
http://dx.doi.org/10.2112/05-0572.1
18. Nicholls, R. J., Birkemeier, W. A. and Hallermeier, R. J. Application of the depth of closure concept. In Proc. 25th International Conference on Coastal Engineering. ASCE, Orlando, 1996, 3874–3887.
19. Houston, J. R. Simplified Dean’s method for beach-fill design. J. Waterw. Port. Coast. Ocean Eng., 1996, 122, 143–146.
http://dx.doi.org/10.1061/(ASCE)0733-950X(1996)122:3(143)
20. Soomere, T. Wind wave statistics in Tallinn Bay. Boreal Environ. Res., 2005, 10, 103–118.
21. Broman, B., Hammarklint, T., Rannat, K., Soomere, T. and Valdmann, A. Trends and extremes of wave fields in the north–eastern part of the Baltic Proper. Oceanologia, 2006, 48(S), 165–184.
22. Soomere, T., Weisse, R. and Behrens, A. Wave climate in the Arkona Basin, the Baltic Sea. Ocean Sci., 2012, 8, 287–300.
http://dx.doi.org/10.5194/os-8-287-2012
25. Soomere, T., Kask, A., Kask, J. and Healy, H. Modelling of wave climate and sediment transport patterns at a tideless embayed beach, Pirita Beach, Estonia. J. Mar. Syst., 2008, 74, Suppl., S133–S146.
http://dx.doi.org/10.1016/j.jmarsys.2008.03.024
26. Soomere, T., Viška, M., Lapinskis, J. and Räämet, A. Linking wave loads with the intensity of coastal processes along the eastern Baltic Sea coasts. Estonian J. Eng., 2011, 17, 359–374.
http://dx.doi.org/10.3176/eng.2011.4.06
27. Raukas, A. and Hyvärinen, H. (eds). Geology of the Gulf of Finland. Valgus, Tallinn, 1992 (in Russian).
28. Komen, G. J., Cavaleri, L., Donelan, M., Hasselmann, K., Hasselmann, S. and Janssen, P. A. E. M. Dynamics and Modelling of Ocean Waves. Cambridge University Press, Cambridge, 1994.
http://dx.doi.org/10.1017/CBO9780511628955
29. Räämet, A. and Soomere, T. The wave climate and its seasonal variability in the northeastern Baltic Sea. Estonian J. Earth Sci., 2010, 59, 100–113.
http://dx.doi.org/10.3176/earth.2010.1.08
30. Seifert, T., Tauber, F. and Kayser, B. A high resolution spherical grid topography of the Baltic Sea, 2nd ed. Baltic Sea Science Congress, Stockholm, 2001, Poster #147. www.io-warnemuende.de/iowtopo
31. Soomere, T. and Räämet, A. Spatial patterns of the wave climate in the Baltic Proper and the Gulf of Finland. Oceanologia, 2011, 53(1-TI), 335–371.
http://dx.doi.org/10.5697/oc.53-1-TI.335
35. Soomere, T., Behrens, A., Tuomi, L. and Nielsen, J. W. Wave conditions in the Baltic Proper and in the Gulf of Finland during windstorm Gudrun. Nat. Hazard. Earth Syst. Sci., 2008, 8, 37–46.
http://dx.doi.org/10.5194/nhess-8-37-2008
37. Soomere, T. Anisotropy of wind and wave regimes in the Baltic Proper. J. Sea Res., 2003, 49, 305–316.
http://dx.doi.org/10.1016/S1385-1101(03)00034-0
38. Babanin, A. V., Hsu, T.-W., Roland, A., Ou, S.-H., Doong, D.-J. and Kao, C. C. Spectral wave modelling of Typhoon Krosa. Nat. Hazard. Earth Syst. Sci., 2011, 11, 501–511.
http://dx.doi.org/10.5194/nhess-11-501-2011
http://dx.doi.org/10.1016/j.renene.2011.06.039