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Transformation of statistical and spectral wave periods crossing a smooth low-crested structure

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
We carried out experimental studies of a smooth submerged breakwater in a wave channel in order to study such a structure impacts on the changes of statistically and spectrally defined representative wave periods as waves cross it. We discuss the impact of relative submersion, i.e. the relationship between the breakwater crown submersion and the incoming significant wave length Rc / Ls-i, on the representative wave periods. The mean periods, estimated using statistical and spectral methods, were compared in front of and behind the breakwater: the two periods turned out to be identical. Based on the measurements of the spectral mean wave periods in front of and behind the breakwater, an empirical model is derived for estimating the reduction in mean spectral period for submerged and emerged smooth breakwaters.
Czasopismo
Rocznik
Strony
39--58
Opis fizyczny
Bibliogr. 17 poz., tab., wykr.
Twórcy
autor
autor
autor
  • Faculty of Civil Engineering, University of Zagreb, Kaciceva 26, Zagreb 10000, Croatia, car@grad.hr
Bibliografia
  • 1.Beji S., Battjes J.A., 1993, Experimental investigation of wave propagation over a bar, Coast. Eng., 19 (1-2), 151-162, doi:10.1016/0378-3839(93)90022-Z.
  • 2.Briganti R., Van der Meer J., Buccino M., Cal´ıbrese M., 2003, Wave transmission behind low-crested structures, Proc. Coast. Struc., ASCE, Portland, 580-599.
  • 3.Goda Y., 1974, Estimation of wave statistics from spectral information, Proc. Int. Symp. 'Ocean Wave Measurement and Analysis, waves' 74', ASCE, New Orleans, 320-337.
  • 4.Goda Y., 1979, A review on statistical interpretation of wave data, Rept. Port Harbour Res. Inst., 18 (1), 5-32.
  • 5.Goda Y., 2000, Measurement of the reflection coeffcient in a wave flume, [in:] Random seas and design of maritime structures, 2nd edn., Adv. Ser. Ocean Eng., World Sci. Publ., 356-361.
  • 6.Goda Y., 2008, Overview on the applications of random wave concept in coastal engineering, Proc. Japan Acad., Ser. B 84, 374-392.
  • 7.Goda Y., Suzuki Y., Kishira Y., 1974, Some experiences in laboratory experiments with irregular waves, Proc. 21st Japanese Conf. Coast. Eng., 237-242, (in Japanese).
  • 8.Journée J.M. J., Massie W.W., 2001, Offshore hydromechanics, 1st edn., Delft Univ. Technol., http://www.shipmotions.nl, 5-43.
  • 9.Longuet-Higgins M. S., 1983, On the joint distribution of wave periods and amplitudes in a random wave field, Proc. Royal Soc. Lond., Ser. A., 241 -258.
  • 10.Martinelli L., Zanuttigh B., Lamberti A., 2006, Hydrodynamic and morphodynamic response of isolated and multiple low crested structures: experiments and simulations, Coast. Eng., 53 (4), 363-379, doi:10.1016/j.coastaleng.2005.10.018.
  • 11.Raichlen F., Cox J.C., Ramsden J.D., 1992, Inner harbor wave conditions due to breakwater overtopping, Proc. ASCE 'Coastal Engineering Practice', ASCE Long Beach, 425-446.
  • 12.Tanimoto K., Takahashi S., Kimura K., 1987, Structures and hydraulic characteristics of breakwaters - the states of the art of breakwater design in Japan, Rep. Port Harbour Res. Inst., 26 (5), 11-54.
  • 13.Van der Meer J., Briganti R., Zanuttigh B., Baoxing W., 2005, Wave transmission and reflection at low-crested structures: design formulae, oblique wave attack and spectral change, Coast. Eng., 52 (10-11), 915-929.
  • 14.Van der Meer J., Regeling H. J., de Waal J.P., 2000, Wave transmission: spectral changes and its effect on run-up and overtopping, Proc. ICCE, ASCE, Sydney, 2156-2168.
  • 15.Van der Meer J., Wang B., Wolters A., Zanuttigh B., Kramer M., 2003, Oblique wave transmission over low-crested structures, Proc. Coast. Struc., ASCE, Portland, 567-591.
  • 16.Wang B., Otta A.K., Chadwick A. J., 2007, Transmission of obliquely incident waves at low-crested breakwaters: theoretical interpretations of experimental observations, Coast. Eng., 54 (4), 333-344, doi:10.1016/j.coastaleng.2006.10.005.
  • 17.Zelt J.A., Skjelbreia J.E., 1992, Estimating incident and reflected wave fields using an arbitrary number of wave gauges, Proc. 23rd ICCE, ASCE, 466-480.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BUS8-0018-0065
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