![]() ![]() Conference of Coastal Engineering, ASCE, 2000–2013 and Hall, K.R., 1998, Wave Transmission at Submerged Rubble Mound Breakwaters, Proc. Schaffer, H., Madsen P., and Deigaard R., 1993, A Boussinesq Model for Waves Breaking in Shallow Water, J. Deguchi, 1989, Study on Reduction of Wave Energy by Submerged Breakwater with Wide Crown Width and its Scale Effect, Proc. Technical Report, HR Wallingford, Report SR57 and Allsop, N.W.H., 1985, Low-Crested Breakwaters, Hydraulic Performance and Stability. W., 2003, Design of Low-Crested (Submerged) Structures - an Overview, 6th International Conference on Coastal and Port Engineering in Developing Countries, Colombo, Sri Lanka Penchev V., 1987, Physical Model Study of Wave Interaction with Submerged Bodies, BSHC Internal Report TP-85.06.03/P-2.2.1, Varna, Bulgaria (in Bulgarian) on Modelling of Sediment Transport Phenomena, Toronto, Canada Penchev V., Sotkova M., Dragancheva D., 1986, Comparative Model Investigations of the Evolution of Artifficial Beach, Proc. of 22nd HADMAR 2001 Euro-Conference, Vol.2, Varna, Bulgaria Penchev V., Dragancheva D., Matheja A., Mai S., Geils J., 2001, Combined Physical and Numerical Modelling of an Artificial Coastal Reef, Proc. and Yoshizwa T., 1994, Field Observation on Wave Dissipation and Reflection by an Artificial Reef with Varying Crown Width Hydro-Port’94, Yokosuka, Japan MIKE’21, 1998, User Guide and Reference Manual, Release 2.7, Danish Hydraulic Institute, Denmark Liu, P.L.-F., Hsu, T.J., Lin, P.-Z., Losada, I.J., Vidal, C., Sakakiyama T., 2000, The Cornell Breaking Wave and Structure (COBRAS) Model, Proc. Liu, 1998, A Numerical Study of Breaking Waves in the Surf Zone, J. Waterway, Port, Coastal and Ocean Engineering, 126(1), 39–47 Dalrymple, 1999, Boussinesq Modeling of Wave Transformation, Breaking, and Runup. Of Tecno-Ocean ‘96 Int’l Symposium-Proceedings II, Kobe, Japan Kawai H., Kudoh T., Masumoto T., Hiraish T., Uehara I., 1996, Laboratory Simulation and Application of Numerical Model on Wave and Current around Submerged Breakwater, Proc. Kirby, 1995, Nonlinear Transformation of Waves in Finite Water Depth. Hamaguchi, T., Uda T., Inoue Ch., and Igarashi A., 1991, Field Experiment on wave-Dissipating Effect of Artificial Reefs on the Niigata Coast, Coastal Engineering in Japan, JSCE, Vol. Harris, 2003, Re-evaluation of Wave Transmission Coefficient Formulae from Submerged Breakwater Physical Models, ( http:\\/papers/FriebelHarris.pdf) Technical Report, Franzius-Instituts fur Wasserbau und Kusteningenieurswesen, Report Heft 61 (in German)įriebel, H. and Kahle, W., 1985, Schutzwirkung von Unterwasser Wellen brechern unter dem Einfluss unregelmassiger seegangswellen. Thesis Delft University of Technology, Delft Hydraulics Report H462ĭaemrich, K. Wave Transmission at Low-Crested Structures, M.Sc. on Coastal Engineering, Orlando, Florida, 1996, pp. 8/1–8/23ĭ’Angremond, K., Van der Meer J.W., and de Jong, R.J., Wave Transmission at Low-crested Structures, Proc. Buccino, 2003, Low-crested and Submerged Breakwaters in Presence of Broken Waves, HydroLab II “Towards a Balanced Methodology in European Hydraulic Research”, Budapest, pp. Conference on Coastal Engineering, Cardiff, UKĬalabrese, M., D. 62īleck, M., Oumeraci H., 2002, Hydraulic Performance of Artificial Reefs: Global and Local Description, Proceedings of 28 th Int. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS, pp. This process is experimental and the keywords may be updated as the learning algorithm improves.Īhrens, J.P., 1987, Characteristics of Reef Breakwaters, Technical Report CERC-87-17, U.S. These keywords were added by machine and not by the authors. ![]() Recommendations for further physical and numerical studies are proposed. Conclusions on the application of various methods for studying and design of reef breakwaters are presented. Results presented refer to: wave transmission wave breaking wave set-up bed shear velocity littoral currents and sediment transport. Comparison of test data for various submerged structures versus existing design formulae, and available numerical models, is discussed in this paper. This paper aims to contribute to existing knowledge on hydrodynamic interaction of waves and submerged breakwaters, emphasizing results obtained by laboratory hydraulic model tests. They offer a sensitive engineering solution where a competent economical and functional design method needs the knowledge of relationships linking basic parameters such as freeboard, crest width, wave transmission and set-up behind the structure. Reef breakwaters can provide shoreline protection with low environmental impact. ![]()
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